INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 109 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,270,214.78 ROUTE : CALL ORDER : 109 CONTRACT ID : R -21858-A COUNTIES : MONROE LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 120 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : ST-674"U-5"(C-512) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1875662 CRIDER & CRIDER, INC. $ 1,530,166.96 100.0000% 2 35-1698047 GRADEX, INC. $ 1,693,573.94 110.6790% 3 35-1418333 ROGERS GROUP, INC. $ 1,848,446.02 120.8002% 4 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 1,940,406.29 126.8101% 5 35-1049546 THOMAS, W.L., INC. $ 1,962,478.46 128.2525% ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1698047 |(3) 35-1418333 |CRIDER & CRIDER, INC. |GRADEX, INC. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REPLACEMENT | | | 0001 105-01925 18.000 MOS | 700.00000 12600.00| 1200.00000 21600.00| 705.00000 12690.00 FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 50000.00000 50000.00| 151000.00000 151000.00| 52513.17000 52513.17 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 75000.00000 75000.00| 84700.00000 84700.00| 97546.87000 97546.87 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 220.000 SYS | 11.00000 2420.00| 8.50000 1870.00| 12.15000 2673.00 SURFACE MILLING, ASPHALT | | | 0005 203-02000 49261.000 CYS | 2.80000 137930.80| 2.49000 122659.89| 2.45000 120689.45 EXCAVATION, COMMON | | | 0006 203-02010 1226.000 CYS | 10.00000 12260.00| 8.05000 9869.30| 12.30000 15079.80 EXCAVATION, ROCK | | | 0007 203-02070 32106.000 CYS | 2.80000 89896.80| 2.80000 89896.80| 3.62000 116223.72 BORROW | | | 0008 205-02224 10100.000 LFT | 1.50000 15150.00| 1.53000 15453.00| 2.20000 22220.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02229 80.000 LFT | 5.50000 440.00| 4.20000 336.00| 4.40000 352.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 205-02231 700.000 LFT | 16.14000 11298.00| 15.30000 10710.00| 14.87000 10409.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0011 205-02234 24.000 EACH| 45.00000 1080.00| 60.00000 1440.00| 60.60000 1454.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 109 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,270,214.78 ROUTE : CALL ORDER : 109 CONTRACT ID : R -21858-A COUNTIES : MONROE LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1698047 |(3) 35-1418333 |CRIDER & CRIDER, INC. |GRADEX, INC. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 211-02060 703.900 CYS | 22.00000 15485.80| 14.90000 10488.11| 31.00000 21820.90 B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 13439.200 TON | 12.00000 161270.40| 10.50000 141111.60| 10.93000 146890.46 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 303-60910 187.100 TON | 25.00000 4677.50| 18.90000 3536.19| 26.86000 5025.51 COMPACTED AGGREGATE FOR SURFACE, 0 | | | 0015 401-05437 4665.600 TON | 35.00000 163296.00| 36.75000 171460.80| 32.75000 152798.40 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0016 401-05455 415.700 TON | 45.00000 18706.50| 47.51000 19749.91| 42.50000 17667.25 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0017 401-05456 2117.700 TON | 39.00000 82590.30| 42.00000 88943.40| 38.00000 80472.60 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0018 401-05460 2822.400 TON | 34.50000 97372.80| 35.70000 100759.68| 32.50000 91728.00 QC/QA HMA BASE 37.5 mm, SHOULDER | | | 0019 401-06264 LUMP| 2500.00000 2500.00| 4200.00000 4200.00| 2200.00000 2200.00 PROFILOGRAPH, HMA | | | 0020 404-05511 10070.000 SYS | 1.75000 17622.50| 1.05000 10573.50| 1.65000 16615.50 SEAL COAT, 2 | | | 0021 405-05517 42.400 TON | 265.00000 11236.00| 341.25000 14469.00| 256.00000 10854.40 ASPHALT FOR PRIME COAT | | | 0022 406-05520 10.100 TON | 190.00000 1919.00| 184.00000 1858.40| 180.00000 1818.00 ASPHALT FOR TACK COAT | | | 0023 601-01740 1.000 EACH| 1900.00000 1900.00| 1785.00000 1785.00| 1705.00000 1705.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0024 601-06037 1.000 EACH| 725.00000 725.00| 735.00000 735.00| 635.00000 635.00 GUARDRAIL END TREATMENT, I | | | 0025 601-99105 412.500 LFT | 11.50000 4743.75| 14.70000 6063.75| 10.85000 4475.63 GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 603-01159 410.000 LFT | 12.00000 4920.00| 14.70000 6027.00| 14.75000 6047.50 FENCE, CHAIN LINK, 42 IN. | | | 0027 605-06145 660.000 LFT | 10.50000 6930.00| 12.60000 8316.00| 20.50000 13530.00 CURB AND GUTTER, B, CONCRETE | | | 0028 610-05527 325.500 TON | 50.00000 16275.00| 45.15000 14696.33| 46.90000 15265.95 HMA FOR APPROACHES | | | 0029 611-06497 16.000 EACH| 200.00000 3200.00| 132.00000 2112.00| 103.00000 1648.00 MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06490 101.000 EACH| 110.00000 11110.00| 137.00000 13837.00| 108.50000 10958.50 RIGHT OF WAY MARKER | | | 0031 616-02320 7533.000 SYS | 1.20000 9039.60| 0.81000 6101.73| 2.20000 16572.60 GEOTEXTILES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 109 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,270,214.78 ROUTE : CALL ORDER : 109 CONTRACT ID : R -21858-A COUNTIES : MONROE LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1698047 |(3) 35-1418333 |CRIDER & CRIDER, INC. |GRADEX, INC. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 616-06405 3822.000 TON | 18.00000 68796.00| 18.10000 69178.20| 29.75000 113704.50 RIPRAP, REVETMENT | | | 0033 621-06545 6.400 TON | 465.00000 2976.00| 470.40000 3010.56| 465.00000 2976.00 FERTILIZER | | | 0034 621-06548 32.000 LBS | 25.00000 800.00| 23.10000 739.20| 22.74000 727.68 SEED MIXTURE, CV | | | 0035 621-06553 2721.000 LBS | 3.20000 8707.20| 3.15000 8571.15| 3.15000 8571.15 SEED MIXTURE, R | | | 0036 621-06567 40.800 MG | 1.00000 40.80| 2.10000 85.68| 1.03000 42.02 WATER | | | 0037 621-06574 10191.500 SYS | 2.75000 28026.63| 3.05000 31084.08| 2.58000 26294.07 SODDING | | | 0038 621-98503 32.000 TON | 360.00000 11520.00| 362.25000 11592.00| 361.80000 11577.60 MULCH MATERIAL | | | 0039 702-90915 36.800 CYS | 450.00000 16560.00| 525.00000 19320.00| 542.70000 19971.36 CONCRETE, A | | | 0040 715-04612 288.000 LFT | 68.00000 19584.00| 76.00000 21888.00| 175.30000 50486.40 PIPE , REINFORCED CONCRETE,HE III, | | | 49IN.X32IN. | | | 0041 715-04612 152.000 LFT | 81.00000 12312.00| 88.00000 13376.00| 200.00000 30400.00 PIPE , REINFORCED CONCRETE,HE III, | | | 60IN.X38IN. | | | 0042 715-05019 164.000 LFT | 38.00000 6232.00| 50.00000 8200.00| 72.35000 11865.40 PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0043 715-05048 17098.000 LFT | 1.80000 30776.40| 2.50000 42745.00| 3.60000 61552.80 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0044 715-05053 2215.000 LFT | 10.00000 22150.00| 6.50000 14397.50| 8.25000 18273.75 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0045 715-05123 56.000 LFT | 26.35000 1475.60| 33.00000 1848.00| 49.60000 2777.60 PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0046 715-05125 316.000 LFT | 30.35000 9590.60| 43.00000 13588.00| 66.15000 20903.40 PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0047 715-05169 204.000 LFT | 19.35000 3947.40| 23.00000 4692.00| 31.00000 6324.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0048 715-46005 12.000 EACH| 200.00000 2400.00| 480.00000 5760.00| 206.00000 2472.00 PIPE END SECTION, 15 IN. | | | 0049 715-46020 2.000 EACH| 300.00000 600.00| 590.00000 1180.00| 335.00000 670.00 PIPE END SECTION, 24 IN. | | | 0050 715-46030 10.000 EACH| 400.00000 4000.00| 720.00000 7200.00| 525.00000 5250.00 PIPE END SECTION, 30 IN. | | | 0051 715-46085 4.000 EACH| 500.00000 2000.00| 1060.00000 4240.00| 573.00000 2292.00 PIPE END SECTION, 38 IN. X 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 109 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,270,214.78 ROUTE : CALL ORDER : 109 CONTRACT ID : R -21858-A COUNTIES : MONROE LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1698047 |(3) 35-1418333 |CRIDER & CRIDER, INC. |GRADEX, INC. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 715-46090 10.000 EACH| 600.00000 6000.00| 1480.00000 14800.00| 805.00000 8050.00 PIPE END SECTION, 42 IN. X 27 IN. | | | 0053 715-98774 60.000 LFT | 145.00000 8700.00| 94.00000 5640.00| 66.15000 3969.00 PIPE, REINFORCED CONCRETE, HE III, 38 | | | IN. X 24 IN. | | | 0054 715-98777 278.000 LFT | 188.00000 52264.00| 99.00000 27522.00| 88.90000 24714.20 PIPE, REINFORCED CONCRETE, HE III, 42 | | | IN. X 27 IN. | | | 0055 718-04881 75.000 EACH| 1.00000 75.00| 133.00000 9975.00| 103.37000 7752.75 OUTLET PROTECTOR, B | | | 0056 718-52610 1575.800 CYS | 26.00000 40970.80| 19.00000 29940.20| 28.94000 45603.65 AGGREGATE FOR UNDERDRAINS | | | 0057 730-97691 2.000 EACH| 5100.00000 10200.00| 2750.00000 5500.00| 5872.00000 11744.00 GRATED BOX END SECTION, I, 3:1, 36 IN. | | | 0058 801-03290 2.000 EACH| 130.00000 260.00| 132.00000 264.00| 144.73000 289.46 CONSTRUCTION SIGN, C | | | 0059 801-04308 3.000 EACH| 455.00000 1365.00| 465.00000 1395.00| 279.10000 837.30 ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06605 5.000 EACH| 120.00000 600.00| 121.00000 605.00| 93.03000 465.15 BARRICADE, IIIA | | | 0061 801-06606 4.000 EACH| 165.00000 660.00| 168.00000 672.00| 103.37000 413.48 BARRICADE, IIIB | | | 0062 801-06625 13.000 EACH| 78.00000 1014.00| 79.00000 1027.00| 93.03000 1209.39 DETOUR ROUTE MARKER ASSEMBLY | | | 0063 801-06640 12.000 EACH| 180.00000 2160.00| 184.00000 2208.00| 124.04000 1488.48 CONSTRUCTION SIGN, A | | | 0064 801-06645 3.000 EACH| 31.00000 93.00| 32.00000 96.00| 36.18000 108.54 CONSTRUCTION SIGN, B | | | 0065 801-06775 LUMP| 20000.00000 20000.00| 13600.00000 13600.00| 46702.86000 46702.86 MAINTAINING TRAFFIC | | | 0066 802-76025 147.770 SFT | 12.40000 1832.35| 12.60000 1861.90| 17.57000 2596.32 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0067 802-76035 30.000 SFT | 17.60000 528.00| 18.40000 552.00| 48.58000 1457.40 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0068 802-76080 318.290 LFT | 8.65000 2753.21| 8.90000 2832.78| 15.50000 4933.50 POST, RECTANGULAR | | | 0069 804-06770 75.000 EACH| 19.00000 1425.00| 20.00000 1500.00| 15.50000 1162.50 DELINEATOR POST | | | 0070 808-06713 24411.000 LFT | 0.05000 1220.55| 0.05000 1220.55| 0.05000 1220.55 LINE, PAINT, SOLID, WHITE, 4 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 109 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,270,214.78 ROUTE : CALL ORDER : 109 CONTRACT ID : R -21858-A COUNTIES : MONROE LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1875662 |(2) 35-1698047 |(3) 35-1418333 |CRIDER & CRIDER, INC. |GRADEX, INC. |ROGERS GROUP, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 808-06714 23795.000 LFT | 0.05000 1189.75| 0.05000 1189.75| 0.05000 1189.75 LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0072 808-06723 1.000 EACH| 46.00000 46.00| 48.00000 48.00| 41.34000 41.34 PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0073 808-06724 1.000 EACH| 67.00000 67.00| 69.00000 69.00| 62.02000 62.02 PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0074 808-75297 44.000 LFT | 5.18000 227.92| 5.25000 231.00| 5.16000 227.04 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0075 201-52370 LUMP| 60000.00000 60000.00| 100000.00000 100000.00| 135818.00000 135818.00 CLEARING RIGHT OF WAY | | | 0076 718-06531 75.000 EACH| 1.00000 75.00| 240.00000 18000.00| 491.00000 36825.00 OUTLET PROTECTOR, 3 | | | 0077 207-02045 7500.000 CYS | 2.50000 18750.00| 4.14000 31050.00| 5.36000 40200.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0078 621-01004 4.000 EACH| 400.00000 1600.00| 680.00000 2720.00| 413.00000 1652.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 1,530,166.96| $ 1,693,573.94| $ 1,848,446.02 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,530,166.96| $ 1,693,573.94| $ 1,848,446.02 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 109 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,270,214.78 ROUTE : CALL ORDER : 109 CONTRACT ID : R -21858-A COUNTIES : MONROE LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 |(5) 35-1049546 | |WEDDLE BROTHERS CONSTRUCTION|THOMAS, W.L., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REPLACEMENT | | | 0001 105-01925 18.000 MOS | 1269.07000 22843.26| 2000.00000 36000.00| FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 56521.28000 56521.28| 50000.00000 50000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 96410.63000 96410.63| 112000.00000 112000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-60820 220.000 SYS | 9.85000 2167.00| 12.00000 2640.00| SURFACE MILLING, ASPHALT | | | 0005 203-02000 49261.000 CYS | 5.44000 267979.84| 5.60000 275861.60| EXCAVATION, COMMON | | | 0006 203-02010 1226.000 CYS | 79.91000 97969.66| 16.40000 20106.40| EXCAVATION, ROCK | | | 0007 203-02070 32106.000 CYS | 3.53000 113334.18| 5.60000 179793.60| BORROW | | | 0008 205-02224 10100.000 LFT | 1.77000 17877.00| 1.65000 16665.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02229 80.000 LFT | 6.73000 538.40| 4.00000 320.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 205-02231 700.000 LFT | 7.40000 5180.00| 10.00000 7000.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0011 205-02234 24.000 EACH| 59.85000 1436.40| 60.50000 1452.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0012 211-02060 703.900 CYS | 21.37000 15042.34| 25.00000 17597.50| B BORROW FOR STRUCTURE BACKFILL | | | 0013 303-52308 13439.200 TON | 10.80000 145143.36| 13.05000 175381.56| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0014 303-60910 187.100 TON | 10.84000 2028.16| 15.00000 2806.50| COMPACTED AGGREGATE FOR SURFACE, 0 | | | 0015 401-05437 4665.600 TON | 36.46000 170107.78| 33.25000 155131.20| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0016 401-05455 415.700 TON | 47.92000 19920.34| 41.65000 17313.91| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0017 401-05456 2117.700 TON | 41.67000 88244.56| 37.45000 79307.87| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0018 401-05460 2822.400 TON | 35.42000 99969.41| 33.25000 93844.80| QC/QA HMA BASE 37.5 mm, SHOULDER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 109 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,270,214.78 ROUTE : CALL ORDER : 109 CONTRACT ID : R -21858-A COUNTIES : MONROE LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 |(5) 35-1049546 | |WEDDLE BROTHERS CONSTRUCTION|THOMAS, W.L., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 401-06264 LUMP| 4166.80000 4166.80| 2500.00000 2500.00| PROFILOGRAPH, HMA | | | 0020 404-05511 10070.000 SYS | 1.04000 10472.80| 1.00000 10070.00| SEAL COAT, 2 | | | 0021 405-05517 42.400 TON | 338.55000 14354.52| 250.00000 10600.00| ASPHALT FOR PRIME COAT | | | 0022 406-05520 10.100 TON | 182.30000 1841.23| 160.00000 1616.00| ASPHALT FOR TACK COAT | | | 0023 601-01740 1.000 EACH| 1718.81000 1718.81| 1890.00000 1890.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0024 601-06037 1.000 EACH| 640.65000 640.65| 735.00000 735.00| GUARDRAIL END TREATMENT, I | | | 0025 601-99105 412.500 LFT | 10.94000 4512.75| 11.55000 4764.38| GUARDRAIL, W BEAM, 6 FT. 3 IN. SPACING | | | 0026 603-01159 410.000 LFT | 15.10000 6191.00| 12.10000 4961.00| FENCE, CHAIN LINK, 42 IN. | | | 0027 605-06145 660.000 LFT | 23.29000 15371.40| 17.00000 11220.00| CURB AND GUTTER, B, CONCRETE | | | 0028 610-05527 325.500 TON | 62.50000 20343.75| 55.00000 17902.50| HMA FOR APPROACHES | | | 0029 611-06497 16.000 EACH| 208.94000 3343.04| 173.25000 2772.00| MAILBOX ASSEMBLY, SINGLE | | | 0030 615-06490 101.000 EACH| 109.38000 11047.38| 112.35000 11347.35| RIGHT OF WAY MARKER | | | 0031 616-02320 7533.000 SYS | 1.22000 9190.26| 2.50000 18832.50| GEOTEXTILES | | | 0032 616-06405 3822.000 TON | 17.31000 66158.82| 26.65000 101856.30| RIPRAP, REVETMENT | | | 0033 621-06545 6.400 TON | 466.68000 2986.75| 460.00000 2944.00| FERTILIZER | | | 0034 621-06548 32.000 LBS | 22.92000 733.44| 22.50000 720.00| SEED MIXTURE, CV | | | 0035 621-06553 2721.000 LBS | 3.13000 8516.73| 3.15000 8571.15| SEED MIXTURE, R | | | 0036 621-06567 40.800 MG | 2.08000 84.86| 2.00000 81.60| WATER | | | 0037 621-06574 10191.500 SYS | 3.02000 30778.33| 3.90000 39746.85| SODDING | | | 0038 621-98503 32.000 TON | 359.39000 11500.48| 360.00000 11520.00| MULCH MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 109 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,270,214.78 ROUTE : CALL ORDER : 109 CONTRACT ID : R -21858-A COUNTIES : MONROE LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 |(5) 35-1049546 | |WEDDLE BROTHERS CONSTRUCTION|THOMAS, W.L., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 702-90915 36.800 CYS | 524.08000 19286.14| 700.00000 25760.00| CONCRETE, A | | | 0040 715-04612 288.000 LFT | 62.74000 18069.12| 93.25000 26856.00| PIPE , REINFORCED CONCRETE,HE III, | | | 49IN.X32IN. | | | 0041 715-04612 152.000 LFT | 76.43000 11617.36| 123.00000 18696.00| PIPE , REINFORCED CONCRETE,HE III, | | | 60IN.X38IN. | | | 0042 715-05019 164.000 LFT | 33.39000 5475.96| 57.50000 9430.00| PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0043 715-05048 17098.000 LFT | 2.10000 35905.80| 1.55000 26501.90| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0044 715-05053 2215.000 LFT | 8.60000 19049.00| 7.50000 16612.50| PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0045 715-05123 56.000 LFT | 22.80000 1276.80| 45.00000 2520.00| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0046 715-05125 316.000 LFT | 26.13000 8257.08| 49.50000 15642.00| PIPE, TYPE 1, CIRCULAR, 30 IN. | | | 0047 715-05169 204.000 LFT | 11.37000 2319.48| 26.90000 5487.60| PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0048 715-46005 12.000 EACH| 167.41000 2008.92| 195.00000 2340.00| PIPE END SECTION, 15 IN. | | | 0049 715-46020 2.000 EACH| 307.82000 615.64| 300.00000 600.00| PIPE END SECTION, 24 IN. | | | 0050 715-46030 10.000 EACH| 409.34000 4093.40| 450.00000 4500.00| PIPE END SECTION, 30 IN. | | | 0051 715-46085 4.000 EACH| 428.78000 1715.12| 550.00000 2200.00| PIPE END SECTION, 38 IN. X 24 IN. | | | 0052 715-46090 10.000 EACH| 564.86000 5648.60| 675.00000 6750.00| PIPE END SECTION, 42 IN. X 27 IN. | | | 0053 715-98774 60.000 LFT | 42.35000 2541.00| 88.50000 5310.00| PIPE, REINFORCED CONCRETE, HE III, 38 | | | IN. X 24 IN. | | | 0054 715-98777 278.000 LFT | 55.31000 15376.18| 90.00000 25020.00| PIPE, REINFORCED CONCRETE, HE III, 42 | | | IN. X 27 IN. | | | 0055 718-04881 75.000 EACH| 155.77000 11682.75| 200.00000 15000.00| OUTLET PROTECTOR, B | | | 0056 718-52610 1575.800 CYS | 28.31000 44610.90| 23.00000 36243.40| AGGREGATE FOR UNDERDRAINS | | | 0057 730-97691 2.000 EACH| 4778.58000 9557.16| 4750.00000 9500.00| GRATED BOX END SECTION, I, 3:1, 36 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 109 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,270,214.78 ROUTE : CALL ORDER : 109 CONTRACT ID : R -21858-A COUNTIES : MONROE LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 |(5) 35-1049546 | |WEDDLE BROTHERS CONSTRUCTION|THOMAS, W.L., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 801-03290 2.000 EACH| 145.84000 291.68| 147.00000 294.00| CONSTRUCTION SIGN, C | | | 0059 801-04308 3.000 EACH| 281.26000 843.78| 283.50000 850.50| ROAD CLOSURE SIGN ASSEMBLY | | | 0060 801-06605 5.000 EACH| 98.96000 494.80| 94.50000 472.50| BARRICADE, IIIA | | | 0061 801-06606 4.000 EACH| 114.59000 458.36| 105.00000 420.00| BARRICADE, IIIB | | | 0062 801-06625 13.000 EACH| 93.75000 1218.75| 94.50000 1228.50| DETOUR ROUTE MARKER ASSEMBLY | | | 0063 801-06640 12.000 EACH| 130.21000 1562.52| 126.00000 1512.00| CONSTRUCTION SIGN, A | | | 0064 801-06645 3.000 EACH| 36.46000 109.38| 36.75000 110.25| CONSTRUCTION SIGN, B | | | 0065 801-06775 LUMP| 40531.09000 40531.09| 31500.00000 31500.00| MAINTAINING TRAFFIC | | | 0066 802-76025 147.770 SFT | 17.71000 2617.01| 21.60000 3191.83| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0067 802-76035 30.000 SFT | 48.96000 1468.80| 21.30000 639.00| SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0068 802-76080 318.290 LFT | 15.63000 4974.87| 10.50000 3342.05| POST, RECTANGULAR | | | 0069 804-06770 75.000 EACH| 15.63000 1172.25| 18.90000 1417.50| DELINEATOR POST | | | 0070 808-06713 24411.000 LFT | 0.06000 1464.66| 0.06000 1464.66| LINE, PAINT, SOLID, WHITE, 4 IN. | | | 0071 808-06714 23795.000 LFT | 0.06000 1427.70| 0.06000 1427.70| LINE, PAINT, SOLID, YELLOW, 4 IN. | | | 0072 808-06723 1.000 EACH| 46.88000 46.88| 42.00000 42.00| PAVEMENT MESSAGE MARKINGS, PAINT, LANE | | | INDICATION ARROW | | | 0073 808-06724 1.000 EACH| 67.71000 67.71| 63.00000 63.00| PAVEMENT MESSAGE MARKINGS, PAINT, WORD | | | ONLY | | | 0074 808-75297 44.000 LFT | 5.21000 229.24| 5.25000 231.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0075 201-52370 LUMP| 154692.45000 154692.45| 100000.00000 100000.00| CLEARING RIGHT OF WAY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 109 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,270,214.78 ROUTE : CALL ORDER : 109 CONTRACT ID : R -21858-A COUNTIES : MONROE LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0906416 |(5) 35-1049546 | |WEDDLE BROTHERS CONSTRUCTION|THOMAS, W.L., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 718-06531 75.000 EACH| 403.25000 30243.75| 200.00000 15000.00| OUTLET PROTECTOR, 3 | | | 0077 207-02045 7500.000 CYS | 3.54000 26550.00| 4.50000 33750.00| EXCAVATION FOR SUBGRADE TREATMENT | | | 0078 621-01004 4.000 EACH| 1041.70000 4166.80| 670.00000 2680.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | SECTION TOTALS | $ 1,940,406.29| $ 1,962,478.46| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,940,406.29| $ 1,962,478.46| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 119 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,369,861.49 ROUTE : SR 662 CALL ORDER : 119 CONTRACT ID : R -23386-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 170 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : E930003 E930003 E930003 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 2,946,115.80 100.0000% 2 35-1057095 BLANKENBERGER BROTHERS $ 2,963,307.45 100.5835% 3 35-0626844 RUDOLPH, J.H. & CO $ 3,247,889.16 110.2430% 4 35-1878024 RAGLE, INC. $ 3,295,909.71 111.8730% 5 35-0958970 LUTGRING BROTHERS, INC. $ 3,446,934.02 116.9992% 6 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 3,934,881.65 133.5616% 7 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 3,983,835.63 135.2233% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1057095 |(3) 35-0626844 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES, SIGNAL MODERNIZATION AND NEW SIGNAL | | | 0001 105-06845 LUMP| 47000.00000 47000.00| 57600.00000 57600.00| 75000.00000 75000.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 142000.00000 142000.00| 148000.00000 148000.00| 162000.00000 162000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 55000.00000 55000.00| 56000.00000 56000.00| 64500.00000 64500.00 CLEARING RIGHT OF WAY | | | 0004 202-02241 207.500 LFT | 6.00000 1245.00| 6.50000 1348.75| 6.00000 1245.00 GUARDRAIL, REMOVE | | | 0005 202-02271 7.000 EACH| 500.00000 3500.00| 1050.00000 7350.00| 150.00000 1050.00 HEADWALL, REMOVE | | | 0006 202-02278 145.000 LFT | 5.00000 725.00| 7.25000 1051.25| 6.00000 870.00 CURB, CONCRETE, REMOVE | | | 0007 202-03000 LUMP| 3500.00000 3500.00| 7400.00000 7400.00| 2500.00000 2500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 12 | | | 0008 202-03000 LUMP| 3000.00000 3000.00| 2400.00000 2400.00| 3000.00000 3000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 16S1 | | | 0009 202-03000 LUMP| 600.00000 600.00| 750.00000 750.00| 500.00000 500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 16SB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 119 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,369,861.49 ROUTE : SR 662 CALL ORDER : 119 CONTRACT ID : R -23386-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1057095 |(3) 35-0626844 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0010 202-03000 LUMP| 1500.00000 1500.00| 700.00000 700.00| 600.00000 600.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 30 | | | 0011 202-03000 LUMP| 3500.00000 3500.00| 2750.00000 2750.00| 3000.00000 3000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 54SA | | | 0012 202-60820 915.000 SYS | 5.00000 4575.00| 3.00000 2745.00| 3.00000 2745.00 SURFACE MILLING, ASPHALT | | | 0013 202-91385 3.000 EACH| 500.00000 1500.00| 345.00000 1035.00| 160.00000 480.00 INLET, REMOVE | | | 0014 202-96133 1535.000 LFT | 10.00000 15350.00| 0.10000 153.50| 5.00000 7675.00 PIPE, REMOVE | | | 0015 202-96151 LUMP| 600.00000 600.00| 1250.00000 1250.00| 1.00000 1.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0016 203-02000 10573.000 CYS | 10.00000 105730.00| 4.70000 49693.10| 8.00000 84584.00 EXCAVATION, COMMON | | | 0017 203-02070 11985.000 CYS | 6.00000 71910.00| 3.45000 41348.25| 6.00000 71910.00 BORROW | | | 0018 203-91878 600.000 LFT | 7.00000 4200.00| 3.25000 1950.00| 5.00000 3000.00 LINEAR DITCH GRADING | | | 0019 205-02224 6640.000 LFT | 2.00000 13280.00| 2.00000 13280.00| 2.00000 13280.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0020 205-02229 66.500 LFT | 3.90000 259.35| 3.90000 259.35| 4.00000 266.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0021 205-02234 7.000 EACH| 80.00000 560.00| 80.00000 560.00| 80.00000 560.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0022 205-02236 29.000 EACH| 75.00000 2175.00| 75.00000 2175.00| 75.00000 2175.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0023 211-02060 8373.000 CYS | 13.00000 108849.00| 17.00000 142341.00| 15.00000 125595.00 B BORROW FOR STRUCTURE BACKFILL | | | 0024 303-52308 10871.000 TON | 13.75000 149476.25| 18.00000 195678.00| 14.30000 155455.30 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0025 304-04403 146.000 CYS | 35.00000 5110.00| 40.00000 5840.00| 30.00000 4380.00 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0026 401-05437 12521.000 TON | 32.50000 406932.50| 31.90000 399419.90| 35.50000 444495.50 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0027 401-05455 6220.000 TON | 34.50000 214590.00| 34.55000 214901.00| 35.75000 222365.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 119 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,369,861.49 ROUTE : SR 662 CALL ORDER : 119 CONTRACT ID : R -23386-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1057095 |(3) 35-0626844 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0028 401-05456 3130.000 TON | 44.00000 137720.00| 45.20000 141476.00| 43.25000 135372.50 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0029 402-05468 290.000 TON | 34.50000 10005.00| 33.75000 9787.50| 36.00000 10440.00 HMA BASE 25.0 mm, MAINLINE | | | 0030 402-05475 1755.000 TON | 36.00000 63180.00| 36.10000 63355.50| 34.50000 60547.50 HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0031 402-05481 215.000 TON | 39.00000 8385.00| 38.30000 8234.50| 36.00000 7740.00 HMA BASE 25.0 mm, SHOULDER | | | 0032 402-05488 1220.000 TON | 36.00000 43920.00| 36.10000 44042.00| 34.50000 42090.00 HMA INTERMEDIATE C19.0 mm, SHOULDER | | | 0033 402-05495 60.000 TON | 60.00000 3600.00| 34.55000 2073.00| 45.00000 2700.00 HMA WEDGE AND LEVEL | | | 0034 404-05511 1185.000 SYS | 2.50000 2962.50| 2.45000 2903.25| 3.00000 3555.00 SEAL COAT, 2 | | | 0035 405-05517 40.000 TON | 200.00000 8000.00| 305.00000 12200.00| 340.40000 13616.00 ASPHALT FOR PRIME COAT | | | 0036 406-05520 37.000 TON | 175.00000 6475.00| 165.00000 6105.00| 180.00000 6660.00 ASPHALT FOR TACK COAT | | | 0037 501-05180 875.000 SYS | 26.68000 23345.00| 26.70000 23362.50| 35.00000 30625.00 CEMENT CONCRETE PAVEMENT, PLAIN, 10 IN. | | | 0038 501-05240 265.000 LFT | 9.55000 2530.75| 9.55000 2530.75| 1.00000 265.00 CONTRACTION JOINT, D1 | | | 0039 601-01839 4.000 EACH| 1895.00000 7580.00| 1795.00000 7180.00| 1900.00000 7600.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0040 601-02636 25.000 LFT | 23.90000 597.50| 75.00000 1875.00| 80.00000 2000.00 GUARDRAIL, W BEAM, NESTED | | | 0041 605-02042 3.000 EACH| 661.38000 1984.14| 660.00000 1980.00| 800.00000 2400.00 CURB AND GUTTER TURNOUT, CONCRETE | | | 0042 605-06090 85.000 LFT | 22.21000 1887.85| 22.25000 1891.25| 12.00000 1020.00 CURB, INTEGRAL, CONCRETE | | | 0043 605-06140 10623.000 LFT | 8.50000 90295.50| 8.50000 90295.50| 13.00000 138099.00 CURB AND GUTTER, CONCRETE | | | 0044 610-05527 230.000 TON | 75.00000 17250.00| 110.00000 25300.00| 90.00000 20700.00 HMA FOR APPROACHES | | | 0045 611-05330 4189.000 SYS | 25.40000 106400.60| 25.40000 106400.60| 28.00000 117292.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0046 611-06497 26.000 EACH| 100.00000 2600.00| 115.00000 2990.00| 120.00000 3120.00 MAILBOX ASSEMBLY, SINGLE | | | 0047 611-06498 8.000 EACH| 125.00000 1000.00| 155.00000 1240.00| 160.00000 1280.00 MAILBOX ASSEMBLY, DOUBLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 119 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,369,861.49 ROUTE : SR 662 CALL ORDER : 119 CONTRACT ID : R -23386-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1057095 |(3) 35-0626844 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0048 616-02320 700.000 SYS | 1.50000 1050.00| 2.70000 1890.00| 2.00000 1400.00 GEOTEXTILES | | | 0049 616-06405 470.000 TON | 19.00000 8930.00| 21.00000 9870.00| 20.00000 9400.00 RIPRAP, REVETMENT | | | 0050 621-01004 5.000 EACH| 650.00000 3250.00| 650.00000 3250.00| 700.00000 3500.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0051 621-06545 2.000 TON | 530.00000 1060.00| 530.00000 1060.00| 550.00000 1100.00 FERTILIZER | | | 0052 621-06548 41.000 LBS | 23.00000 943.00| 23.00000 943.00| 24.00000 984.00 SEED MIXTURE, CV | | | 0053 621-06553 525.000 LBS | 3.95000 2073.75| 3.95000 2073.75| 4.00000 2100.00 SEED MIXTURE, R | | | 0054 621-06554 145.000 LBS | 4.10000 594.50| 4.10000 594.50| 4.00000 580.00 SEED MIXTURE, U | | | 0055 621-06557 140.000 LBS | 5.55000 777.00| 5.55000 777.00| 6.00000 840.00 SEED MIXTURE, T | | | 0056 621-06565 12.000 TON | 435.00000 5220.00| 435.00000 5220.00| 450.00000 5400.00 MULCHING MATERIAL | | | 0057 621-06574 1530.000 SYS | 3.15000 4819.50| 3.15000 4819.50| 3.50000 5355.00 SODDING | | | 0058 621-06575 13010.000 SYS | 3.15000 40981.50| 3.15000 40981.50| 3.50000 45535.00 SODDING, NURSERY | | | 0059 702-90915 25.600 CYS | 600.00000 15360.00| 740.00000 18944.00| 650.00000 16640.00 CONCRETE, A | | | 0060 703-51030 1649.000 LBS | 1.50000 2473.50| 1.05000 1731.45| 1.10000 1813.90 REINFORCING STEEL | | | 0061 714-26712 56.000 LFT | 290.00000 16240.00| 410.00000 22960.00| 400.00000 22400.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 6 FT. | | | 0062 715-02397 2.000 EACH| 850.00000 1700.00| 1325.00000 2650.00| 1700.00000 3400.00 SAFETY METAL END SECTION, 4:1, 36 IN. | | | 0063 715-03149 124.000 LFT | 18.00000 2232.00| 26.00000 3224.00| 19.00000 2356.00 PIPE, GROUP D, 15 IN. | | | 0064 715-03382 2.000 EACH| 500.00000 1000.00| 180.00000 360.00| 350.00000 700.00 PIPE END SECTION, 22 IN. X 13 IN. | | | 0065 715-03475 6.000 EACH| 300.00000 1800.00| 375.00000 2250.00| 475.00000 2850.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0066 715-03476 1.000 EACH| 470.00000 470.00| 520.00000 520.00| 1300.00000 1300.00 SAFETY METAL END SECTION, 4:1, 24 IN. | | | 0067 715-03584 2.000 EACH| 320.00000 640.00| 510.00000 1020.00| 430.00000 860.00 SAFETY METAL END SECTION, 4:1, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 119 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,369,861.49 ROUTE : SR 662 CALL ORDER : 119 CONTRACT ID : R -23386-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1057095 |(3) 35-0626844 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0068 715-03759 2.000 EACH| 425.00000 850.00| 175.00000 350.00| 240.00000 480.00 PIPE END SECTION, 11 IN. X 18 IN. | | | 0069 715-04475 44.000 LFT | 40.00000 1760.00| 38.00000 1672.00| 40.00000 1760.00 PIPE, GROUP A, 36 IN. | | | 0070 715-04612 26.000 LFT | 40.00000 1040.00| 22.50000 585.00| 22.00000 572.00 PIPE , GROUP G-1, MIN. AREA 1.1 SQ. FT. | | | 0071 715-04612 52.000 LFT | 50.00000 2600.00| 25.00000 1300.00| 22.00000 1144.00 PIPE , GROUP G-1, MIN. AREA 1.6 SQ. FT. | | | 0072 715-05053 118.000 LFT | 10.00000 1180.00| 13.50000 1593.00| 15.00000 1770.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0073 715-15010 916.000 LFT | 16.95000 15526.20| 28.00000 25648.00| 23.50000 21526.00 PIPE, GROUP P, 12 IN. | | | 0074 715-15015 5061.000 LFT | 18.40000 93122.40| 18.50000 93628.50| 24.00000 121464.00 PIPE, GROUP P, 15 IN. | | | 0075 715-15020 2768.000 LFT | 20.40000 56467.20| 20.50000 56744.00| 28.00000 77504.00 PIPE, GROUP P, 18 IN. | | | 0076 715-15030 2274.000 LFT | 30.00000 68220.00| 26.50000 60261.00| 35.00000 79590.00 PIPE, GROUP P, 24 IN. | | | 0077 715-15035 817.000 LFT | 34.00000 27778.00| 34.00000 27778.00| 42.00000 34314.00 PIPE, GROUP P, 30 IN. | | | 0078 715-30500 4.000 LFT | 50.00000 200.00| 230.00000 920.00| 50.00000 200.00 PIPE, SLOTTED VANE DRAIN, 12 IN. | | | 0079 715-44255 13698.500 LFT | 2.50000 34246.25| 2.95000 40410.58| 2.75000 37670.88 PIPE, GROUP K, 6 IN. | | | 0080 715-46005 1.000 EACH| 300.00000 300.00| 225.00000 225.00| 235.00000 235.00 PIPE END SECTION, 15 IN. | | | 0081 715-46010 3.000 EACH| 325.00000 975.00| 400.00000 1200.00| 270.00000 810.00 PIPE END SECTION, 18 IN. | | | 0082 715-46020 4.000 EACH| 500.00000 2000.00| 530.00000 2120.00| 380.00000 1520.00 PIPE END SECTION, 24 IN. | | | 0083 715-46030 1.000 EACH| 550.00000 550.00| 860.00000 860.00| 500.00000 500.00 PIPE END SECTION, 30 IN. | | | 0084 715-95092 160.000 LFT | 40.00000 6400.00| 69.00000 11040.00| 50.00000 8000.00 SLOTTED DRAIN, 12 IN. | | | 0085 715-99372 46.000 LFT | 25.00000 1150.00| 38.00000 1748.00| 29.00000 1334.00 PIPE, GROUP A, 18 IN. | | | 0086 715-99373 2.000 LFT | 75.00000 150.00| 190.00000 380.00| 104.00000 208.00 PIPE, GROUP A, 24 IN. | | | 0087 716-97309 101.000 LFT | 525.00000 53025.00| 130.00000 13130.00| 190.00000 19190.00 PIPE JACKED, 0.375 IN., 24 IN. | | | 0088 718-04881 2.000 EACH| 140.00000 280.00| 290.00000 580.00| 300.00000 600.00 OUTLET PROTECTOR, B | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 119 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,369,861.49 ROUTE : SR 662 CALL ORDER : 119 CONTRACT ID : R -23386-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1057095 |(3) 35-0626844 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0089 718-52610 1183.900 CYS | 18.00000 21310.20| 26.00000 30781.40| 29.75000 35221.03 AGGREGATE FOR UNDERDRAINS | | | 0090 718-99153 9391.000 SYS | 1.25000 11738.75| 1.30000 12208.30| 2.00000 18782.00 GEOTEXTILES FOR UNDERDRAIN | | | 0091 720-02442 1.000 EACH| 1000.00000 1000.00| 700.00000 700.00| 250.00000 250.00 PIPE, PLUG EXISTING | | | 0092 720-45045 47.000 EACH| 1200.00000 56400.00| 1500.00000 70500.00| 1800.00000 84600.00 INLET, J10 | | | 0093 720-45080 3.000 EACH| 1600.00000 4800.00| 1765.00000 5295.00| 1500.00000 4500.00 INLET, S14 | | | 0094 720-45235 9.000 EACH| 1050.00000 9450.00| 1450.00000 13050.00| 1500.00000 13500.00 CATCH BASIN, E7 | | | 0095 720-45270 16.000 EACH| 700.00000 11200.00| 670.00000 10720.00| 950.00000 15200.00 PIPE CATCH BASIN, 18 IN. | | | 0096 720-45400 52.000 EACH| 1500.00000 78000.00| 1330.00000 69160.00| 2200.00000 114400.00 MANHOLE, A4 | | | 0097 720-45415 6.000 EACH| 4500.00000 27000.00| 2140.00000 12840.00| 2800.00000 16800.00 MANHOLE, D4 | | | 0098 720-91352 5.000 EACH| 1200.00000 6000.00| 1450.00000 7250.00| 1500.00000 7500.00 CATCH BASIN, F7 | | | 0099 720-94612 1.000 EACH| 4000.00000 4000.00| 3400.00000 3400.00| 3600.00000 3600.00 MANHOLE, K4 | | | 0100 720-98174 5.000 EACH| 1500.00000 7500.00| 2100.00000 10500.00| 2400.00000 12000.00 INLET, B15 | | | 0101 801-03291 3.000 EACH| 95.00000 285.00| 255.00000 765.00| 275.00000 825.00 CONSTRUCTION SIGN, D | | | 0102 801-04308 8.000 EACH| 595.00000 4760.00| 550.00000 4400.00| 594.00000 4752.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0103 801-06203 4900.000 LFT | 0.42000 2058.00| 0.29000 1421.00| 0.30000 1470.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0104 801-06207 7600.000 LFT | 1.30000 9880.00| 1.00000 7600.00| 1.05000 7980.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0105 801-06605 8.000 EACH| 175.00000 1400.00| 225.00000 1800.00| 243.00000 1944.00 BARRICADE, IIIA | | | 0106 801-06606 10.000 EACH| 235.00000 2350.00| 250.00000 2500.00| 243.00000 2430.00 BARRICADE, IIIB | | | 0107 801-06625 21.000 EACH| 119.00000 2499.00| 88.00000 1848.00| 88.00000 1848.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0108 801-06640 22.000 EACH| 225.00000 4950.00| 165.00000 3630.00| 178.00000 3916.00 CONSTRUCTION SIGN, A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 119 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,369,861.49 ROUTE : SR 662 CALL ORDER : 119 CONTRACT ID : R -23386-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1057095 |(3) 35-0626844 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0109 801-06710 180.000 DAY | 12.00000 2160.00| 20.00000 3600.00| 21.50000 3870.00 FLASHING ARROW SIGN | | | 0110 801-06775 LUMP| 76000.00000 76000.00| 57400.00000 57400.00| 50000.00000 50000.00 MAINTAINING TRAFFIC | | | 0111 801-09133 2.000 EACH| 14800.00000 29600.00| 15000.00000 30000.00| 15450.00000 30900.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0112 802-05701 237.500 LFT | 9.00000 2137.50| 9.00000 2137.50| 9.00000 2137.50 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0113 802-76025 116.250 SFT | 16.50000 1918.13| 16.50000 1918.13| 18.00000 2092.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0114 802-76035 18.000 SFT | 17.00000 306.00| 17.00000 306.00| 18.00000 324.00 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0115 802-76045 16.500 SFT | 28.80000 475.20| 28.80000 475.20| 31.00000 511.50 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, O.125 IN. THICKNESS | | | 0116 805-01815 6.000 EACH| 1475.00000 8850.00| 1475.00000 8850.00| 1500.00000 9000.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0118 805-01836 4678.000 LFT | 0.60000 2806.80| 0.60000 2806.80| 0.60000 2806.80 SIGNAL CABLE DETECTOR, 2C 16GA., | | | SHIELDED, LEAD IN | | | 0119 805-01842 12.000 EACH| 640.00000 7680.00| 640.00000 7680.00| 700.00000 8400.00 HANDHOLE, SIGNAL | | | 0120 805-02087 LUMP| 488.00000 488.00| 488.00000 488.00| 1.00000 1.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT , LOCATION NO 2 | | | 0121 805-02202 2.000 EACH| 715.00000 1430.00| 715.00000 1430.00| 770.00000 1540.00 SIGNAL DETECTOR HOUSING, DOUBLE | | | 0122 805-78100 2.000 EACH| 6682.00000 13364.00| 6682.00000 13364.00| 7200.00000 14400.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0123 805-78205 14.000 EACH| 415.00000 5810.00| 415.00000 5810.00| 450.00000 6300.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0124 805-78415 7.000 EACH| 1300.00000 9100.00| 1300.00000 9100.00| 1400.00000 9800.00 SPAN, CATENARY, AND TETHER | | | 0125 805-78445 2.000 EACH| 440.00000 880.00| 440.00000 880.00| 475.00000 950.00 SIGNAL SERVICE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 119 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,369,861.49 ROUTE : SR 662 CALL ORDER : 119 CONTRACT ID : R -23386-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1057095 |(3) 35-0626844 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0126 805-78470 3346.000 LFT | 0.42000 1405.32| 0.42000 1405.32| 0.40000 1338.40 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0127 805-78485 682.000 LFT | 0.85000 579.70| 0.85000 579.70| 1.00000 682.00 SIGNAL CABLE, 5C 14GA. | | | 0128 805-78490 970.000 LFT | 0.98000 950.60| 0.98000 950.60| 1.00000 970.00 SIGNAL CABLE, 7C 14GA. | | | 0129 805-78785 9.000 EACH| 565.00000 5085.00| 565.00000 5085.00| 600.00000 5400.00 SIGNAL DETECTOR HOUSING | | | 0130 805-78795 1065.000 LFT | 7.60000 8094.00| 7.60000 8094.00| 8.00000 8520.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0131 805-78925 2.000 EACH| 910.00000 1820.00| 910.00000 1820.00| 980.00000 1960.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0132 805-81032 6.000 EACH| 2377.00000 14262.00| 2377.00000 14262.00| 2600.00000 15600.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0133 805-90516 2.000 EACH| 214.00000 428.00| 214.00000 428.00| 220.00000 440.00 SIGNAL DETECTOR HOUSING EXTENDER | | | 0134 805-92504 9.000 EACH| 244.00000 2196.00| 244.00000 2196.00| 260.00000 2340.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0135 805-94295 2.000 EACH| 124.00000 248.00| 124.00000 248.00| 130.00000 260.00 SIGNAL HEAD, RELOCATE | | | 0136 808-06701 3320.000 LFT | 0.24000 796.80| 0.39000 1294.80| 0.40000 1328.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0137 808-06703 5065.000 LFT | 0.24000 1215.60| 0.36000 1823.40| 0.40000 2026.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0138 808-06716 4900.000 LFT | 0.30000 1470.00| 0.70000 3430.00| 0.75000 3675.00 LINE, REMOVE | | | 0139 808-75051 106.000 LFT | 1.48000 156.88| 1.37000 145.22| 1.50000 159.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0140 808-75054 363.000 LFT | 1.48000 537.24| 1.37000 497.31| 1.50000 544.50 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0141 808-75067 95.000 LFT | 8.50000 807.50| 7.98000 758.10| 8.00000 760.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | 0142 808-75245 21301.000 LFT | 0.24000 5112.24| 0.34000 7242.34| 0.35000 7455.35 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0143 808-75290 460.000 LFT | 2.90000 1334.00| 5.90000 2714.00| 6.00000 2760.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE 24 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 119 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,369,861.49 ROUTE : SR 662 CALL ORDER : 119 CONTRACT ID : R -23386-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1057095 |(3) 35-0626844 |E & B PAVING, INC. |BLANKENBERGER BROTHERS |RUDOLPH, J.H. & CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0144 808-75297 351.000 LFT | 2.90000 1017.90| 3.90000 1368.90| 4.00000 1404.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0145 808-75320 8.000 EACH| 48.00000 384.00| 55.00000 440.00| 56.00000 448.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0146 808-75325 8.000 EACH| 66.00000 528.00| 65.00000 520.00| 70.00000 560.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0147 808-75996 200.000 EACH| 3.80000 760.00| 5.40000 1080.00| 4.00000 800.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0148 808-75998 395.000 EACH| 23.50000 9282.50| 24.00000 9480.00| 25.00000 9875.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0149 202-93995 2.000 EACH| 353.00000 706.00| 353.00000 706.00| 380.00000 760.00 SIGNAL POLE FOUNDATION, REMOVE | | | 0150 805-01844 2000.000 LFT | 9.50000 19000.00| 9.50000 19000.00| 10.00000 20000.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | 0151 203-02045 11700.000 CYS | 4.00000 46800.00| 6.40000 74880.00| 5.25000 61425.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0152 503-05240 348.000 LFT | 10.40000 3619.20| 10.40000 3619.20| 1.00000 348.00 D-1 CONTRACTION JOINT | | | 0153 805-78467 80.000 LFT | 2.00000 160.00| 2.00000 160.00| 2.00000 160.00 SIGNAL CABLE, 3C 8GA. | | | 0154 805-78420 8.000 EACH| 244.00000 1952.00| 244.00000 1952.00| 260.00000 2080.00 DISCONNECT HANGER | | | SECTION TOTALS | $ 2,946,115.80| $ 2,963,307.45| $ 3,247,889.16 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,946,115.80| $ 2,963,307.45| $ 3,247,889.16 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 119 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,369,861.49 ROUTE : SR 662 CALL ORDER : 119 CONTRACT ID : R -23386-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-0958970 |(6) 35-1618530 |RAGLE, INC. |LUTGRING BROTHERS, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES, SIGNAL MODERNIZATION AND NEW SIGNAL | | | 0001 105-06845 LUMP| 55000.00000 55000.00| 61200.00000 61200.00| 85000.00000 85000.00 CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 165000.00000 165000.00| 172000.00000 172000.00| 196000.00000 196000.00 MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 67000.00000 67000.00| 65000.00000 65000.00| 78000.00000 78000.00 CLEARING RIGHT OF WAY | | | 0004 202-02241 207.500 LFT | 4.00000 830.00| 5.60000 1162.00| 7.50000 1556.25 GUARDRAIL, REMOVE | | | 0005 202-02271 7.000 EACH| 200.00000 1400.00| 500.00000 3500.00| 150.00000 1050.00 HEADWALL, REMOVE | | | 0006 202-02278 145.000 LFT | 4.00000 580.00| 5.00000 725.00| 7.00000 1015.00 CURB, CONCRETE, REMOVE | | | 0007 202-03000 LUMP| 100.00000 100.00| 1000.00000 1000.00| 12000.00000 12000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 12 | | | 0008 202-03000 LUMP| 100.00000 100.00| 1000.00000 1000.00| 2500.00000 2500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 16S1 | | | 0009 202-03000 LUMP| 100.00000 100.00| 465.00000 465.00| 2500.00000 2500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 16SB | | | 0010 202-03000 LUMP| 100.00000 100.00| 465.00000 465.00| 7500.00000 7500.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 30 | | | 0011 202-03000 LUMP| 100.00000 100.00| 1500.00000 1500.00| 6000.00000 6000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 54SA | | | 0012 202-60820 915.000 SYS | 6.50000 5947.50| 5.50000 5032.50| 6.00000 5490.00 SURFACE MILLING, ASPHALT | | | 0013 202-91385 3.000 EACH| 150.00000 450.00| 500.00000 1500.00| 150.00000 450.00 INLET, REMOVE | | | 0014 202-96133 1535.000 LFT | 5.00000 7675.00| 7.00000 10745.00| 6.00000 9210.00 PIPE, REMOVE | | | 0015 202-96151 LUMP| 360.00000 360.00| 1000.00000 1000.00| 2000.00000 2000.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0016 203-02000 10573.000 CYS | 19.00000 200887.00| 14.15000 149607.95| 14.00000 148022.00 EXCAVATION, COMMON | | | 0017 203-02070 11985.000 CYS | 4.00000 47940.00| 14.15000 169587.75| 20.00000 239700.00 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 119 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,369,861.49 ROUTE : SR 662 CALL ORDER : 119 CONTRACT ID : R -23386-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-0958970 |(6) 35-1618530 |RAGLE, INC. |LUTGRING BROTHERS, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 203-91878 600.000 LFT | 4.00000 2400.00| 3.00000 1800.00| 5.00000 3000.00 LINEAR DITCH GRADING | | | 0019 205-02224 6640.000 LFT | 1.40000 9296.00| 1.75000 11620.00| 2.10000 13944.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0020 205-02229 66.500 LFT | 4.00000 266.00| 11.50000 764.75| 4.00000 266.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0021 205-02234 7.000 EACH| 50.00000 350.00| 75.00000 525.00| 85.00000 595.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0022 205-02236 29.000 EACH| 60.00000 1740.00| 75.00000 2175.00| 80.00000 2320.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0023 211-02060 8373.000 CYS | 15.00000 125595.00| 16.00000 133968.00| 34.00000 284682.00 B BORROW FOR STRUCTURE BACKFILL | | | 0024 303-52308 10871.000 TON | 18.50000 201113.50| 18.00000 195678.00| 18.00000 195678.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0025 304-04403 146.000 CYS | 40.00000 5840.00| 55.00000 8030.00| 57.00000 8322.00 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0026 401-05437 12521.000 TON | 34.90000 436982.90| 31.90000 399419.90| 36.50000 457016.50 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0027 401-05455 6220.000 TON | 38.55000 239781.00| 34.55000 214901.00| 36.50000 227030.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0028 401-05456 3130.000 TON | 49.20000 153996.00| 45.20000 141476.00| 44.00000 137720.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0029 402-05468 290.000 TON | 43.00000 12470.00| 33.75000 9787.50| 36.00000 10440.00 HMA BASE 25.0 mm, MAINLINE | | | 0030 402-05475 1755.000 TON | 39.10000 68620.50| 36.10000 63355.50| 35.00000 61425.00 HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0031 402-05481 215.000 TON | 38.30000 8234.50| 38.30000 8234.50| 36.50000 7847.50 HMA BASE 25.0 mm, SHOULDER | | | 0032 402-05488 1220.000 TON | 39.10000 47702.00| 36.10000 44042.00| 35.00000 42700.00 HMA INTERMEDIATE C19.0 mm, SHOULDER | | | 0033 402-05495 60.000 TON | 36.55000 2193.00| 34.55000 2073.00| 46.00000 2760.00 HMA WEDGE AND LEVEL | | | 0034 404-05511 1185.000 SYS | 2.45000 2903.25| 2.45000 2903.25| 3.10000 3673.50 SEAL COAT, 2 | | | 0035 405-05517 40.000 TON | 305.00000 12200.00| 305.00000 12200.00| 290.00000 11600.00 ASPHALT FOR PRIME COAT | | | 0036 406-05520 37.000 TON | 165.00000 6105.00| 165.00000 6105.00| 190.00000 7030.00 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 119 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,369,861.49 ROUTE : SR 662 CALL ORDER : 119 CONTRACT ID : R -23386-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-0958970 |(6) 35-1618530 |RAGLE, INC. |LUTGRING BROTHERS, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 501-05180 875.000 SYS | 28.00000 24500.00| 40.75000 35656.25| 46.00000 40250.00 CEMENT CONCRETE PAVEMENT, PLAIN, 10 IN. | | | 0038 501-05240 265.000 LFT | 8.00000 2120.00| 5.90000 1563.50| 6.00000 1590.00 CONTRACTION JOINT, D1 | | | 0039 601-01839 4.000 EACH| 1895.00000 7580.00| 1795.00000 7180.00| 1850.00000 7400.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0040 601-02636 25.000 LFT | 23.90000 597.50| 74.61000 1865.25| 78.00000 1950.00 GUARDRAIL, W BEAM, NESTED | | | 0041 605-02042 3.000 EACH| 800.00000 2400.00| 380.00000 1140.00| 400.00000 1200.00 CURB AND GUTTER TURNOUT, CONCRETE | | | 0042 605-06090 85.000 LFT | 23.00000 1955.00| 11.80000 1003.00| 12.00000 1020.00 CURB, INTEGRAL, CONCRETE | | | 0043 605-06140 10623.000 LFT | 8.50000 90295.50| 7.90000 83921.70| 7.75000 82328.25 CURB AND GUTTER, CONCRETE | | | 0044 610-05527 230.000 TON | 110.00000 25300.00| 150.00000 34500.00| 93.00000 21390.00 HMA FOR APPROACHES | | | 0045 611-05330 4189.000 SYS | 33.00000 138237.00| 37.50000 157087.50| 30.00000 125670.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0046 611-06497 26.000 EACH| 125.00000 3250.00| 115.00000 2990.00| 125.00000 3250.00 MAILBOX ASSEMBLY, SINGLE | | | 0047 611-06498 8.000 EACH| 150.00000 1200.00| 155.00000 1240.00| 165.00000 1320.00 MAILBOX ASSEMBLY, DOUBLE | | | 0048 616-02320 700.000 SYS | 2.00000 1400.00| 2.00000 1400.00| 4.00000 2800.00 GEOTEXTILES | | | 0049 616-06405 470.000 TON | 21.00000 9870.00| 18.50000 8695.00| 30.00000 14100.00 RIPRAP, REVETMENT | | | 0050 621-01004 5.000 EACH| 650.00000 3250.00| 650.00000 3250.00| 675.00000 3375.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0051 621-06545 2.000 TON | 530.00000 1060.00| 530.00000 1060.00| 540.00000 1080.00 FERTILIZER | | | 0052 621-06548 41.000 LBS | 23.00000 943.00| 23.00000 943.00| 24.00000 984.00 SEED MIXTURE, CV | | | 0053 621-06553 525.000 LBS | 3.95000 2073.75| 3.95000 2073.75| 4.00000 2100.00 SEED MIXTURE, R | | | 0054 621-06554 145.000 LBS | 4.10000 594.50| 4.10000 594.50| 4.20000 609.00 SEED MIXTURE, U | | | 0055 621-06557 140.000 LBS | 5.55000 777.00| 5.55000 777.00| 6.00000 840.00 SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 119 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,369,861.49 ROUTE : SR 662 CALL ORDER : 119 CONTRACT ID : R -23386-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-0958970 |(6) 35-1618530 |RAGLE, INC. |LUTGRING BROTHERS, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 621-06565 12.000 TON | 435.00000 5220.00| 435.00000 5220.00| 450.00000 5400.00 MULCHING MATERIAL | | | 0057 621-06574 1530.000 SYS | 3.15000 4819.50| 4.20000 6426.00| 3.25000 4972.50 SODDING | | | 0058 621-06575 13010.000 SYS | 3.15000 40981.50| 4.20000 54642.00| 3.25000 42282.50 SODDING, NURSERY | | | 0059 702-90915 25.600 CYS | 500.00000 12800.00| 725.00000 18560.00| 650.00000 16640.00 CONCRETE, A | | | 0060 703-51030 1649.000 LBS | 1.50000 2473.50| 1.10000 1813.90| 1.00000 1649.00 REINFORCING STEEL | | | 0061 714-26712 56.000 LFT | 500.00000 28000.00| 600.00000 33600.00| 350.00000 19600.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 6 FT. | | | 0062 715-02397 2.000 EACH| 1300.00000 2600.00| 1250.00000 2500.00| 1500.00000 3000.00 SAFETY METAL END SECTION, 4:1, 36 IN. | | | 0063 715-03149 124.000 LFT | 18.00000 2232.00| 18.00000 2232.00| 28.00000 3472.00 PIPE, GROUP D, 15 IN. | | | 0064 715-03382 2.000 EACH| 230.00000 460.00| 210.00000 420.00| 400.00000 800.00 PIPE END SECTION, 22 IN. X 13 IN. | | | 0065 715-03475 6.000 EACH| 260.00000 1560.00| 250.00000 1500.00| 450.00000 2700.00 SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0066 715-03476 1.000 EACH| 500.00000 500.00| 550.00000 550.00| 675.00000 675.00 SAFETY METAL END SECTION, 4:1, 24 IN. | | | 0067 715-03584 2.000 EACH| 370.00000 740.00| 360.00000 720.00| 525.00000 1050.00 SAFETY METAL END SECTION, 4:1, 18 IN. | | | 0068 715-03759 2.000 EACH| 200.00000 400.00| 200.00000 400.00| 400.00000 800.00 PIPE END SECTION, 11 IN. X 18 IN. | | | 0069 715-04475 44.000 LFT | 50.00000 2200.00| 48.00000 2112.00| 40.00000 1760.00 PIPE, GROUP A, 36 IN. | | | 0070 715-04612 26.000 LFT | 21.00000 546.00| 18.00000 468.00| 26.00000 676.00 PIPE , GROUP G-1, MIN. AREA 1.1 SQ. FT. | | | 0071 715-04612 52.000 LFT | 25.00000 1300.00| 24.00000 1248.00| 26.50000 1378.00 PIPE , GROUP G-1, MIN. AREA 1.6 SQ. FT. | | | 0072 715-05053 118.000 LFT | 7.00000 826.00| 20.00000 2360.00| 10.00000 1180.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0073 715-15010 916.000 LFT | 17.00000 15572.00| 18.00000 16488.00| 45.00000 41220.00 PIPE, GROUP P, 12 IN. | | | 0074 715-15015 5061.000 LFT | 25.00000 126525.00| 21.00000 106281.00| 23.00000 116403.00 PIPE, GROUP P, 15 IN. | | | 0075 715-15020 2768.000 LFT | 28.00000 77504.00| 23.50000 65048.00| 26.00000 71968.00 PIPE, GROUP P, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 119 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,369,861.49 ROUTE : SR 662 CALL ORDER : 119 CONTRACT ID : R -23386-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-0958970 |(6) 35-1618530 |RAGLE, INC. |LUTGRING BROTHERS, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 715-15030 2274.000 LFT | 33.00000 75042.00| 31.50000 71631.00| 32.00000 72768.00 PIPE, GROUP P, 24 IN. | | | 0077 715-15035 817.000 LFT | 46.00000 37582.00| 42.00000 34314.00| 40.00000 32680.00 PIPE, GROUP P, 30 IN. | | | 0078 715-30500 4.000 LFT | 250.00000 1000.00| 180.00000 720.00| 200.00000 800.00 PIPE, SLOTTED VANE DRAIN, 12 IN. | | | 0079 715-44255 13698.500 LFT | 3.00000 41095.50| 5.35000 73286.98| 3.00000 41095.50 PIPE, GROUP K, 6 IN. | | | 0080 715-46005 1.000 EACH| 150.00000 150.00| 200.00000 200.00| 400.00000 400.00 PIPE END SECTION, 15 IN. | | | 0081 715-46010 3.000 EACH| 175.00000 525.00| 220.00000 660.00| 425.00000 1275.00 PIPE END SECTION, 18 IN. | | | 0082 715-46020 4.000 EACH| 200.00000 800.00| 300.00000 1200.00| 465.00000 1860.00 PIPE END SECTION, 24 IN. | | | 0083 715-46030 1.000 EACH| 300.00000 300.00| 460.00000 460.00| 525.00000 525.00 PIPE END SECTION, 30 IN. | | | 0084 715-95092 160.000 LFT | 79.00000 12640.00| 60.00000 9600.00| 110.00000 17600.00 SLOTTED DRAIN, 12 IN. | | | 0085 715-99372 46.000 LFT | 40.00000 1840.00| 35.00000 1610.00| 29.00000 1334.00 PIPE, GROUP A, 18 IN. | | | 0086 715-99373 2.000 LFT | 100.00000 200.00| 145.00000 290.00| 250.00000 500.00 PIPE, GROUP A, 24 IN. | | | 0087 716-97309 101.000 LFT | 190.00000 19190.00| 140.00000 14140.00| 225.00000 22725.00 PIPE JACKED, 0.375 IN., 24 IN. | | | 0088 718-04881 2.000 EACH| 235.00000 470.00| 270.00000 540.00| 350.00000 700.00 OUTLET PROTECTOR, B | | | 0089 718-52610 1183.900 CYS | 27.00000 31965.30| 29.30000 34688.27| 45.00000 53275.50 AGGREGATE FOR UNDERDRAINS | | | 0090 718-99153 9391.000 SYS | 1.20000 11269.20| 0.85000 7982.35| 3.00000 28173.00 GEOTEXTILES FOR UNDERDRAIN | | | 0091 720-02442 1.000 EACH| 360.00000 360.00| 1400.00000 1400.00| 500.00000 500.00 PIPE, PLUG EXISTING | | | 0092 720-45045 47.000 EACH| 1400.00000 65800.00| 1575.00000 74025.00| 1600.00000 75200.00 INLET, J10 | | | 0093 720-45080 3.000 EACH| 1450.00000 4350.00| 1800.00000 5400.00| 1900.00000 5700.00 INLET, S14 | | | 0094 720-45235 9.000 EACH| 1300.00000 11700.00| 1550.00000 13950.00| 1550.00000 13950.00 CATCH BASIN, E7 | | | 0095 720-45270 16.000 EACH| 700.00000 11200.00| 950.00000 15200.00| 1000.00000 16000.00 PIPE CATCH BASIN, 18 IN. | | | 0096 720-45400 52.000 EACH| 1600.00000 83200.00| 2500.00000 130000.00| 1550.00000 80600.00 MANHOLE, A4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 119 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,369,861.49 ROUTE : SR 662 CALL ORDER : 119 CONTRACT ID : R -23386-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-0958970 |(6) 35-1618530 |RAGLE, INC. |LUTGRING BROTHERS, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 720-45415 6.000 EACH| 2700.00000 16200.00| 3800.00000 22800.00| 2600.00000 15600.00 MANHOLE, D4 | | | 0098 720-91352 5.000 EACH| 1325.00000 6625.00| 1700.00000 8500.00| 1500.00000 7500.00 CATCH BASIN, F7 | | | 0099 720-94612 1.000 EACH| 2650.00000 2650.00| 3500.00000 3500.00| 2800.00000 2800.00 MANHOLE, K4 | | | 0100 720-98174 5.000 EACH| 2150.00000 10750.00| 2300.00000 11500.00| 2200.00000 11000.00 INLET, B15 | | | 0101 801-03291 3.000 EACH| 95.00000 285.00| 255.00000 765.00| 275.00000 825.00 CONSTRUCTION SIGN, D | | | 0102 801-04308 8.000 EACH| 595.00000 4760.00| 550.00000 4400.00| 575.00000 4600.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0103 801-06203 4900.000 LFT | 0.40000 1960.00| 0.29000 1421.00| 0.30000 1470.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0104 801-06207 7600.000 LFT | 1.00000 7600.00| 1.00000 7600.00| 1.05000 7980.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0105 801-06605 8.000 EACH| 175.00000 1400.00| 225.00000 1800.00| 250.00000 2000.00 BARRICADE, IIIA | | | 0106 801-06606 10.000 EACH| 235.00000 2350.00| 250.00000 2500.00| 275.00000 2750.00 BARRICADE, IIIB | | | 0107 801-06625 21.000 EACH| 119.00000 2499.00| 88.00000 1848.00| 95.00000 1995.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0108 801-06640 22.000 EACH| 225.00000 4950.00| 165.00000 3630.00| 175.00000 3850.00 CONSTRUCTION SIGN, A | | | 0109 801-06710 180.000 DAY | 12.00000 2160.00| 20.00000 3600.00| 22.00000 3960.00 FLASHING ARROW SIGN | | | 0110 801-06775 LUMP| 65000.00000 65000.00| 26000.00000 26000.00| 180000.00000 180000.00 MAINTAINING TRAFFIC | | | 0111 801-09133 2.000 EACH| 12000.00000 24000.00| 15000.00000 30000.00| 12500.00000 25000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0112 802-05701 237.500 LFT | 8.27000 1964.13| 7.62000 1809.75| 9.50000 2256.25 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0113 802-76025 116.250 SFT | 9.85000 1145.06| 13.40000 1557.75| 17.00000 1976.25 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0114 802-76035 18.000 SFT | 12.67000 228.06| 14.00000 252.00| 17.50000 315.00 SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0115 802-76045 16.500 SFT | 28.12000 463.98| 16.00000 264.00| 30.00000 495.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, O.125 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 119 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,369,861.49 ROUTE : SR 662 CALL ORDER : 119 CONTRACT ID : R -23386-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-0958970 |(6) 35-1618530 |RAGLE, INC. |LUTGRING BROTHERS, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0116 805-01815 6.000 EACH| 1475.00000 8850.00| 1450.00000 8700.00| 1550.00000 9300.00 SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0118 805-01836 4678.000 LFT | 0.60000 2806.80| 0.65000 3040.70| 0.65000 3040.70 SIGNAL CABLE DETECTOR, 2C 16GA., | | | SHIELDED, LEAD IN | | | 0119 805-01842 12.000 EACH| 640.00000 7680.00| 600.00000 7200.00| 675.00000 8100.00 HANDHOLE, SIGNAL | | | 0120 805-02087 LUMP| 488.00000 488.00| 1000.00000 1000.00| 500.00000 500.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT , LOCATION NO 2 | | | 0121 805-02202 2.000 EACH| 715.00000 1430.00| 625.00000 1250.00| 750.00000 1500.00 SIGNAL DETECTOR HOUSING, DOUBLE | | | 0122 805-78100 2.000 EACH| 6682.00000 13364.00| 7750.00000 15500.00| 6800.00000 13600.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0123 805-78205 14.000 EACH| 415.00000 5810.00| 450.00000 6300.00| 425.00000 5950.00 TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0124 805-78415 7.000 EACH| 1300.00000 9100.00| 1150.00000 8050.00| 1350.00000 9450.00 SPAN, CATENARY, AND TETHER | | | 0125 805-78445 2.000 EACH| 440.00000 880.00| 400.00000 800.00| 475.00000 950.00 SIGNAL SERVICE | | | 0126 805-78470 3346.000 LFT | 0.42000 1405.32| 0.25000 836.50| 0.45000 1505.70 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0127 805-78485 682.000 LFT | 0.85000 579.70| 1.00000 682.00| 0.90000 613.80 SIGNAL CABLE, 5C 14GA. | | | 0128 805-78490 970.000 LFT | 0.98000 950.60| 1.10000 1067.00| 1.05000 1018.50 SIGNAL CABLE, 7C 14GA. | | | 0129 805-78785 9.000 EACH| 565.00000 5085.00| 450.00000 4050.00| 600.00000 5400.00 SIGNAL DETECTOR HOUSING | | | 0130 805-78795 1065.000 LFT | 7.60000 8094.00| 7.50000 7987.50| 7.75000 8253.75 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0131 805-78925 2.000 EACH| 910.00000 1820.00| 600.00000 1200.00| 950.00000 1900.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0132 805-81032 6.000 EACH| 2377.00000 14262.00| 2700.00000 16200.00| 2450.00000 14700.00 SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0133 805-90516 2.000 EACH| 214.00000 428.00| 125.00000 250.00| 225.00000 450.00 SIGNAL DETECTOR HOUSING EXTENDER | | | 0134 805-92504 9.000 EACH| 244.00000 2196.00| 200.00000 1800.00| 260.00000 2340.00 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 119 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,369,861.49 ROUTE : SR 662 CALL ORDER : 119 CONTRACT ID : R -23386-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-0958970 |(6) 35-1618530 |RAGLE, INC. |LUTGRING BROTHERS, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0135 805-94295 2.000 EACH| 124.00000 248.00| 125.00000 250.00| 130.00000 260.00 SIGNAL HEAD, RELOCATE | | | 0136 808-06701 3320.000 LFT | 0.24000 796.80| 0.39000 1294.80| 0.40000 1328.00 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0137 808-06703 5065.000 LFT | 0.24000 1215.60| 0.36000 1823.40| 0.40000 2026.00 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0138 808-06716 4900.000 LFT | 0.30000 1470.00| 0.70000 3430.00| 0.75000 3675.00 LINE, REMOVE | | | 0139 808-75051 106.000 LFT | 1.48000 156.88| 1.37000 145.22| 1.40000 148.40 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0140 808-75054 363.000 LFT | 1.48000 537.24| 1.37000 497.31| 1.40000 508.20 LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0141 808-75067 95.000 LFT | 8.50000 807.50| 7.98000 758.10| 8.25000 783.75 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | 0142 808-75245 21301.000 LFT | 0.24000 5112.24| 0.34000 7242.34| 0.35000 7455.35 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0143 808-75290 460.000 LFT | 2.90000 1334.00| 5.90000 2714.00| 6.25000 2875.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE 24 IN. | | | 0144 808-75297 351.000 LFT | 2.90000 1017.90| 3.90000 1368.90| 4.00000 1404.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0145 808-75320 8.000 EACH| 48.00000 384.00| 55.00000 440.00| 57.00000 456.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0146 808-75325 8.000 EACH| 66.00000 528.00| 65.00000 520.00| 67.00000 536.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0147 808-75996 200.000 EACH| 4.00000 800.00| 9.30000 1860.00| 9.00000 1800.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0148 808-75998 395.000 EACH| 24.00000 9480.00| 24.00000 9480.00| 25.00000 9875.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0149 202-93995 2.000 EACH| 353.00000 706.00| 400.00000 800.00| 375.00000 750.00 SIGNAL POLE FOUNDATION, REMOVE | | | 0150 805-01844 2000.000 LFT | 9.50000 19000.00| 10.00000 20000.00| 10.00000 20000.00 CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 119 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,369,861.49 ROUTE : SR 662 CALL ORDER : 119 CONTRACT ID : R -23386-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1878024 |(5) 35-0958970 |(6) 35-1618530 |RAGLE, INC. |LUTGRING BROTHERS, INC. |AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0151 203-02045 11700.000 CYS | 5.00000 58500.00| 9.00000 105300.00| 10.00000 117000.00 EXCAVATION FOR SUBGRADE TREATMENT | | | 0152 503-05240 348.000 LFT | 8.00000 2784.00| 5.90000 2053.20| 6.50000 2262.00 D-1 CONTRACTION JOINT | | | 0153 805-78467 80.000 LFT | 2.00000 160.00| 1.50000 120.00| 2.10000 168.00 SIGNAL CABLE, 3C 8GA. | | | 0154 805-78420 8.000 EACH| 244.00000 1952.00| 225.00000 1800.00| 255.00000 2040.00 DISCONNECT HANGER | | | SECTION TOTALS | $ 3,295,909.71| $ 3,446,934.02| $ 3,934,881.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,295,909.71| $ 3,446,934.02| $ 3,934,881.65 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 119 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,369,861.49 ROUTE : SR 662 CALL ORDER : 119 CONTRACT ID : R -23386-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ADDED TRAVEL LANES, SIGNAL MODERNIZATION AND NEW SIGNAL | | | 0001 105-06845 LUMP| 138000.00000 138000.00| | CONSTRUCTION ENGINEERING | | | 0002 110-01001 LUMP| 196000.00000 196000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0003 201-52370 LUMP| 80000.00000 80000.00| | CLEARING RIGHT OF WAY | | | 0004 202-02241 207.500 LFT | 6.50000 1348.75| | GUARDRAIL, REMOVE | | | 0005 202-02271 7.000 EACH| 425.00000 2975.00| | HEADWALL, REMOVE | | | 0006 202-02278 145.000 LFT | 7.60000 1102.00| | CURB, CONCRETE, REMOVE | | | 0007 202-03000 LUMP| 1250.00000 1250.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 12 | | | 0008 202-03000 LUMP| 1050.00000 1050.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 16S1 | | | 0009 202-03000 LUMP| 350.00000 350.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 16SB | | | 0010 202-03000 LUMP| 1150.00000 1150.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 30 | | | 0011 202-03000 LUMP| 5200.00000 5200.00| | HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO 54SA | | | 0012 202-60820 915.000 SYS | 3.20000 2928.00| | SURFACE MILLING, ASPHALT | | | 0013 202-91385 3.000 EACH| 820.00000 2460.00| | INLET, REMOVE | | | 0014 202-96133 1535.000 LFT | 12.60000 19341.00| | PIPE, REMOVE | | | 0015 202-96151 LUMP| 1400.00000 1400.00| | TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0016 203-02000 10573.000 CYS | 10.40000 109959.20| | EXCAVATION, COMMON | | | 0017 203-02070 11985.000 CYS | 13.90000 166591.50| | BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 119 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,369,861.49 ROUTE : SR 662 CALL ORDER : 119 CONTRACT ID : R -23386-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 203-91878 600.000 LFT | 9.40000 5640.00| | LINEAR DITCH GRADING | | | 0019 205-02224 6640.000 LFT | 2.10000 13944.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0020 205-02229 66.500 LFT | 4.20000 279.30| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0021 205-02234 7.000 EACH| 90.00000 630.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0022 205-02236 29.000 EACH| 79.00000 2291.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0023 211-02060 8373.000 CYS | 20.35000 170390.55| | B BORROW FOR STRUCTURE BACKFILL | | | 0024 303-52308 10871.000 TON | 18.55000 201657.05| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0025 304-04403 146.000 CYS | 34.00000 4964.00| | SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0026 401-05437 12521.000 TON | 38.20000 478302.20| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0027 401-05455 6220.000 TON | 38.30000 238226.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0028 401-05456 3130.000 TON | 46.20000 144606.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0029 402-05468 290.000 TON | 37.70000 10933.00| | HMA BASE 25.0 mm, MAINLINE | | | 0030 402-05475 1755.000 TON | 36.60000 64233.00| | HMA INTERMEDIATE C19.0 mm, MAINLINE | | | 0031 402-05481 215.000 TON | 38.20000 8213.00| | HMA BASE 25.0 mm, SHOULDER | | | 0032 402-05488 1220.000 TON | 36.60000 44652.00| | HMA INTERMEDIATE C19.0 mm, SHOULDER | | | 0033 402-05495 60.000 TON | 47.70000 2862.00| | HMA WEDGE AND LEVEL | | | 0034 404-05511 1185.000 SYS | 3.20000 3792.00| | SEAL COAT, 2 | | | 0035 405-05517 40.000 TON | 300.00000 12000.00| | ASPHALT FOR PRIME COAT | | | 0036 406-05520 37.000 TON | 200.00000 7400.00| | ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 119 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,369,861.49 ROUTE : SR 662 CALL ORDER : 119 CONTRACT ID : R -23386-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 501-05180 875.000 SYS | 56.00000 49000.00| | CEMENT CONCRETE PAVEMENT, PLAIN, 10 IN. | | | 0038 501-05240 265.000 LFT | 14.80000 3922.00| | CONTRACTION JOINT, D1 | | | 0039 601-01839 4.000 EACH| 2005.00000 8020.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 6 | | | 0040 601-02636 25.000 LFT | 25.00000 625.00| | GUARDRAIL, W BEAM, NESTED | | | 0041 605-02042 3.000 EACH| 825.00000 2475.00| | CURB AND GUTTER TURNOUT, CONCRETE | | | 0042 605-06090 85.000 LFT | 12.00000 1020.00| | CURB, INTEGRAL, CONCRETE | | | 0043 605-06140 10623.000 LFT | 7.95000 84452.85| | CURB AND GUTTER, CONCRETE | | | 0044 610-05527 230.000 TON | 104.00000 23920.00| | HMA FOR APPROACHES | | | 0045 611-05330 4189.000 SYS | 37.00000 154993.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0046 611-06497 26.000 EACH| 125.00000 3250.00| | MAILBOX ASSEMBLY, SINGLE | | | 0047 611-06498 8.000 EACH| 165.00000 1320.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0048 616-02320 700.000 SYS | 2.50000 1750.00| | GEOTEXTILES | | | 0049 616-06405 470.000 TON | 29.00000 13630.00| | RIPRAP, REVETMENT | | | 0050 621-01004 5.000 EACH| 665.00000 3325.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0051 621-06545 2.000 TON | 550.00000 1100.00| | FERTILIZER | | | 0052 621-06548 41.000 LBS | 25.00000 1025.00| | SEED MIXTURE, CV | | | 0053 621-06553 525.000 LBS | 4.10000 2152.50| | SEED MIXTURE, R | | | 0054 621-06554 145.000 LBS | 4.30000 623.50| | SEED MIXTURE, U | | | 0055 621-06557 140.000 LBS | 5.90000 826.00| | SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 119 -22 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,369,861.49 ROUTE : SR 662 CALL ORDER : 119 CONTRACT ID : R -23386-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 621-06565 12.000 TON | 460.00000 5520.00| | MULCHING MATERIAL | | | 0057 621-06574 1530.000 SYS | 3.30000 5049.00| | SODDING | | | 0058 621-06575 13010.000 SYS | 3.30000 42933.00| | SODDING, NURSERY | | | 0059 702-90915 25.600 CYS | 675.00000 17280.00| | CONCRETE, A | | | 0060 703-51030 1649.000 LBS | 0.94000 1550.06| | REINFORCING STEEL | | | 0061 714-26712 56.000 LFT | 388.00000 21728.00| | CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 8 FT. X 6 FT. | | | 0062 715-02397 2.000 EACH| 1585.00000 3170.00| | SAFETY METAL END SECTION, 4:1, 36 IN. | | | 0063 715-03149 124.000 LFT | 37.00000 4588.00| | PIPE, GROUP D, 15 IN. | | | 0064 715-03382 2.000 EACH| 335.00000 670.00| | PIPE END SECTION, 22 IN. X 13 IN. | | | 0065 715-03475 6.000 EACH| 320.00000 1920.00| | SAFETY METAL END SECTION, 4:1, 15 IN. | | | 0066 715-03476 1.000 EACH| 420.00000 420.00| | SAFETY METAL END SECTION, 4:1, 24 IN. | | | 0067 715-03584 2.000 EACH| 395.00000 790.00| | SAFETY METAL END SECTION, 4:1, 18 IN. | | | 0068 715-03759 2.000 EACH| 335.00000 670.00| | PIPE END SECTION, 11 IN. X 18 IN. | | | 0069 715-04475 44.000 LFT | 72.00000 3168.00| | PIPE, GROUP A, 36 IN. | | | 0070 715-04612 26.000 LFT | 28.00000 728.00| | PIPE , GROUP G-1, MIN. AREA 1.1 SQ. FT. | | | 0071 715-04612 52.000 LFT | 31.00000 1612.00| | PIPE , GROUP G-1, MIN. AREA 1.6 SQ. FT. | | | 0072 715-05053 118.000 LFT | 11.20000 1321.60| | PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0073 715-15010 916.000 LFT | 27.00000 24732.00| | PIPE, GROUP P, 12 IN. | | | 0074 715-15015 5061.000 LFT | 29.00000 146769.00| | PIPE, GROUP P, 15 IN. | | | 0075 715-15020 2768.000 LFT | 34.00000 94112.00| | PIPE, GROUP P, 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 119 -23 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,369,861.49 ROUTE : SR 662 CALL ORDER : 119 CONTRACT ID : R -23386-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 715-15030 2274.000 LFT | 40.00000 90960.00| | PIPE, GROUP P, 24 IN. | | | 0077 715-15035 817.000 LFT | 49.00000 40033.00| | PIPE, GROUP P, 30 IN. | | | 0078 715-30500 4.000 LFT | 190.00000 760.00| | PIPE, SLOTTED VANE DRAIN, 12 IN. | | | 0079 715-44255 13698.500 LFT | 6.20000 84930.70| | PIPE, GROUP K, 6 IN. | | | 0080 715-46005 1.000 EACH| 185.00000 185.00| | PIPE END SECTION, 15 IN. | | | 0081 715-46010 3.000 EACH| 235.00000 705.00| | PIPE END SECTION, 18 IN. | | | 0082 715-46020 4.000 EACH| 315.00000 1260.00| | PIPE END SECTION, 24 IN. | | | 0083 715-46030 1.000 EACH| 445.00000 445.00| | PIPE END SECTION, 30 IN. | | | 0084 715-95092 160.000 LFT | 62.00000 9920.00| | SLOTTED DRAIN, 12 IN. | | | 0085 715-99372 46.000 LFT | 41.00000 1886.00| | PIPE, GROUP A, 18 IN. | | | 0086 715-99373 2.000 LFT | 135.00000 270.00| | PIPE, GROUP A, 24 IN. | | | 0087 716-97309 101.000 LFT | 162.00000 16362.00| | PIPE JACKED, 0.375 IN., 24 IN. | | | 0088 718-04881 2.000 EACH| 120.00000 240.00| | OUTLET PROTECTOR, B | | | 0089 718-52610 1183.900 CYS | 18.70000 22138.93| | AGGREGATE FOR UNDERDRAINS | | | 0090 718-99153 9391.000 SYS | 1.45000 13616.95| | GEOTEXTILES FOR UNDERDRAIN | | | 0091 720-02442 1.000 EACH| 470.00000 470.00| | PIPE, PLUG EXISTING | | | 0092 720-45045 47.000 EACH| 1725.00000 81075.00| | INLET, J10 | | | 0093 720-45080 3.000 EACH| 2235.00000 6705.00| | INLET, S14 | | | 0094 720-45235 9.000 EACH| 2035.00000 18315.00| | CATCH BASIN, E7 | | | 0095 720-45270 16.000 EACH| 925.00000 14800.00| | PIPE CATCH BASIN, 18 IN. | | | 0096 720-45400 52.000 EACH| 1975.00000 102700.00| | MANHOLE, A4 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 119 -24 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,369,861.49 ROUTE : SR 662 CALL ORDER : 119 CONTRACT ID : R -23386-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 720-45415 6.000 EACH| 2855.00000 17130.00| | MANHOLE, D4 | | | 0098 720-91352 5.000 EACH| 1825.00000 9125.00| | CATCH BASIN, F7 | | | 0099 720-94612 1.000 EACH| 3560.00000 3560.00| | MANHOLE, K4 | | | 0100 720-98174 5.000 EACH| 2820.00000 14100.00| | INLET, B15 | | | 0101 801-03291 3.000 EACH| 275.00000 825.00| | CONSTRUCTION SIGN, D | | | 0102 801-04308 8.000 EACH| 585.00000 4680.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0103 801-06203 4900.000 LFT | 0.32000 1568.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0104 801-06207 7600.000 LFT | 1.05000 7980.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0105 801-06605 8.000 EACH| 235.00000 1880.00| | BARRICADE, IIIA | | | 0106 801-06606 10.000 EACH| 290.00000 2900.00| | BARRICADE, IIIB | | | 0107 801-06625 21.000 EACH| 95.00000 1995.00| | DETOUR ROUTE MARKER ASSEMBLY | | | 0108 801-06640 22.000 EACH| 185.00000 4070.00| | CONSTRUCTION SIGN, A | | | 0109 801-06710 180.000 DAY | 25.00000 4500.00| | FLASHING ARROW SIGN | | | 0110 801-06775 LUMP| 245000.00000 245000.00| | MAINTAINING TRAFFIC | | | 0111 801-09133 2.000 EACH| 2150.00000 4300.00| | TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0112 802-05701 237.500 LFT | 9.50000 2256.25| | SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0113 802-76025 116.250 SFT | 17.30000 2011.13| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0114 802-76035 18.000 SFT | 18.00000 324.00| | SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0115 802-76045 16.500 SFT | 30.50000 503.25| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, O.125 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 119 -25 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,369,861.49 ROUTE : SR 662 CALL ORDER : 119 CONTRACT ID : R -23386-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0116 805-01815 6.000 EACH| 1565.00000 9390.00| | SIGNAL SUPPORT FOUNDATION, 3 FT. X 12 | | | FT. | | | 0118 805-01836 4678.000 LFT | 0.65000 3040.70| | SIGNAL CABLE DETECTOR, 2C 16GA., | | | SHIELDED, LEAD IN | | | 0119 805-01842 12.000 EACH| 670.00000 8040.00| | HANDHOLE, SIGNAL | | | 0120 805-02087 LUMP| 600.00000 600.00| | TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT , LOCATION NO 2 | | | 0121 805-02202 2.000 EACH| 730.00000 1460.00| | SIGNAL DETECTOR HOUSING, DOUBLE | | | 0122 805-78100 2.000 EACH| 7080.00000 14160.00| | CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0123 805-78205 14.000 EACH| 440.00000 6160.00| | TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0124 805-78415 7.000 EACH| 1370.00000 9590.00| | SPAN, CATENARY, AND TETHER | | | 0125 805-78445 2.000 EACH| 465.00000 930.00| | SIGNAL SERVICE | | | 0126 805-78470 3346.000 LFT | 0.45000 1505.70| | SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0127 805-78485 682.000 LFT | 0.90000 613.80| | SIGNAL CABLE, 5C 14GA. | | | 0128 805-78490 970.000 LFT | 1.00000 970.00| | SIGNAL CABLE, 7C 14GA. | | | 0129 805-78785 9.000 EACH| 600.00000 5400.00| | SIGNAL DETECTOR HOUSING | | | 0130 805-78795 1065.000 LFT | 8.00000 8520.00| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0131 805-78925 2.000 EACH| 965.00000 1930.00| | CONTROLLER CABINET FOUNDATION, P1 | | | 0132 805-81032 6.000 EACH| 2520.00000 15120.00| | SIGNAL STRAIN POLE, STEEL, 30 FT. | | | 0133 805-90516 2.000 EACH| 225.00000 450.00| | SIGNAL DETECTOR HOUSING EXTENDER | | | 0134 805-92504 9.000 EACH| 260.00000 2340.00| | LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 119 -26 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,369,861.49 ROUTE : SR 662 CALL ORDER : 119 CONTRACT ID : R -23386-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0135 805-94295 2.000 EACH| 140.00000 280.00| | SIGNAL HEAD, RELOCATE | | | 0136 808-06701 3320.000 LFT | 0.40000 1328.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0137 808-06703 5065.000 LFT | 0.40000 2026.00| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0138 808-06716 4900.000 LFT | 0.80000 3920.00| | LINE, REMOVE | | | 0139 808-75051 106.000 LFT | 1.50000 159.00| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 4 IN. | | | 0140 808-75054 363.000 LFT | 1.50000 544.50| | LINE, PREFORMED PLASTIC, SOLID, YELLOW, | | | 4 IN. | | | 0141 808-75067 95.000 LFT | 8.50000 807.50| | TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 24 IN. | | | 0142 808-75245 21301.000 LFT | 0.36000 7668.36| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0143 808-75290 460.000 LFT | 6.30000 2898.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE 24 IN. | | | 0144 808-75297 351.000 LFT | 4.30000 1509.30| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0145 808-75320 8.000 EACH| 60.00000 480.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0146 808-75325 8.000 EACH| 70.00000 560.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0147 808-75996 200.000 EACH| 21.00000 4200.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0148 808-75998 395.000 EACH| 25.50000 10072.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0149 202-93995 2.000 EACH| 375.00000 750.00| | SIGNAL POLE FOUNDATION, REMOVE | | | 0150 805-01844 2000.000 LFT | 10.00000 20000.00| | CONDUIT, STEEL, GALVANIZED, 2 IN., | | | UNDERGROUND | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 119 -27 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,369,861.49 ROUTE : SR 662 CALL ORDER : 119 CONTRACT ID : R -23386-A COUNTIES : WARRICK LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(7) 35-1009310 | | |DEIG BROTHERS LUMBER & CONST| | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0151 203-02045 11700.000 CYS | 9.50000 111150.00| | EXCAVATION FOR SUBGRADE TREATMENT | | | 0152 503-05240 348.000 LFT | 12.00000 4176.00| | D-1 CONTRACTION JOINT | | | 0153 805-78467 80.000 LFT | 2.00000 160.00| | SIGNAL CABLE, 3C 8GA. | | | 0154 805-78420 8.000 EACH| 270.00000 2160.00| | DISCONNECT HANGER | | | SECTION TOTALS | $ 3,983,835.63| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,983,835.63| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 125 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 135 CALL ORDER : 125 CONTRACT ID : R -23644-A COUNTIES : WASHINGTON LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 10/27/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1004746 TEMPLE & TEMPLE EXCAVATING & PAVING, INC. $ 932,850.00 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 129 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,566,448.07 ROUTE : 39 CALL ORDER : 129 CONTRACT ID : R -23695-A COUNTIES : BOONE CLINTON LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 90 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 1112005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 3,945,600.00 100.0000% 2 31-4351261 SHELLY & SANDS, INC. $ 4,084,321.03 103.5158% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 4,164,559.38 105.5494% ==================================================================================================================================== |(1) 35-0918397 |(2) 31-4351261 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 RUBBLIZE EXISTING PAVEMENT AND ASPHALT OVERLAY | | | 0001 105-01925 10.000 MOS | 2200.00000 22000.00| 1320.51000 13205.10| 1805.00000 18050.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 8500.00000 8500.00| 8240.00000 8240.00| 11100.00000 11100.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 96116.97000 96116.97| 12127.58000 12127.58| 207832.00000 207832.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02271 228.000 EACH| 230.00000 52440.00| 263.99000 60189.72| 225.00000 51300.00 HEADWALL, REMOVE | | | 0005 202-60820 22810.000 m2 | 2.15000 49041.50| 3.14000 71623.40| 2.05000 46760.50 SURFACE MILLING, ASPHALT | | | 0006 211-02060 12.000 m3 | 70.00000 840.00| 121.71000 1460.52| 38.00000 456.00 B BORROW FOR STRUCTURE BACKFILL | | | 0007 303-52309 7475.000 Mg | 18.00000 134550.00| 13.20000 98670.00| 14.95000 111751.25 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0008 305-05204 1022.000 Mg | 48.00000 49056.00| 46.35000 47369.70| 35.50000 36281.00 HMA FOR PATCHING | | | 0009 305-05206 10187.000 Mg | 34.00000 346358.00| 41.14000 419093.18| 35.45000 361129.15 WIDENING WITH HMA | | | 0010 305-97019 74527.000 m2 | 1.90000 141601.30| 1.97000 146818.19| 1.95000 145327.65 RUBBLIZED PCCP | | | 0011 401-05437 31928.000 Mg | 33.70000 1075973.60| 32.25000 1029678.00| 34.45000 1099919.60 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0012 401-05455 17000.000 Mg | 34.50000 586500.00| 33.00000 561000.00| 36.30000 617100.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0013 401-05456 13367.000 Mg | 44.00000 588148.00| 44.40000 593494.80| 44.20000 590821.40 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0014 401-06264 LUMP| 6500.00000 6500.00| 5300.00000 5300.00| 3840.00000 3840.00 PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 129 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,566,448.07 ROUTE : 39 CALL ORDER : 129 CONTRACT ID : R -23695-A COUNTIES : BOONE CLINTON LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 31-4351261 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 405-05517 36.750 Mg | 275.00000 10106.25| 205.00000 7533.75| 260.00000 9555.00 ASPHALT FOR PRIME COAT | | | 0016 406-05520 146.500 Mg | 200.00000 29300.00| 225.00000 32962.50| 255.00000 37357.50 ASPHALT FOR TACK COAT | | | 0017 610-05527 2714.000 Mg | 70.00000 189980.00| 78.50000 213049.00| 65.00000 176410.00 HMA FOR APPROACHES | | | 0018 615-06527 3.000 EACH| 500.00000 1500.00| 527.00000 1581.00| 600.00000 1800.00 MONUMENT, SECTION CORNER | | | 0019 616-06406 83.000 m2 | 45.00000 3735.00| 14.00000 1162.00| 35.00000 2905.00 RIPRAP, REVETMENT | | | 0020 616-95754 24.000 m | 14.00000 336.00| 116.00000 2784.00| 17.50000 420.00 PAVED SIDE DITCH, BREAK | | | 0021 715-05053 1340.000 m | 26.30000 35242.00| 26.40000 35376.00| 26.25000 35175.00 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0022 715-05119 66.230 m | 130.00000 8609.90| 182.40000 12080.35| 108.95000 7215.76 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0023 715-05121 28.470 m | 134.00000 3814.98| 494.00000 14064.18| 93.80000 2670.49 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0024 715-05123 11.320 m | 148.00000 1675.36| 252.50000 2858.30| 190.90000 2160.99 PIPE, TYPE 1, CIRCULAR, 600 mm | | | 0025 715-05128 9.600 m | 240.00000 2304.00| 358.49000 3441.50| 209.50000 2011.20 PIPE, TYPE 1, CIRCULAR, 1200 mm | | | 0026 715-05168 142.000 m | 126.00000 17892.00| 129.82000 18434.44| 106.70000 15151.40 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0027 715-05169 36.000 m | 133.00000 4788.00| 149.37000 5377.32| 107.05000 3853.80 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0028 715-05171 14.400 m | 137.00000 1972.80| 119.01000 1713.74| 131.90000 1899.36 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0029 715-05173 3.600 m | 146.00000 525.60| 165.59000 596.12| 163.80000 589.68 PIPE, TYPE 3, CIRCULAR, 600 mm | | | 0030 715-05175 4.600 m | 154.00000 708.40| 141.54000 651.08| 223.10000 1026.26 PIPE, TYPE 3, CIRCULAR, 750 mm | | | 0031 715-05186 9.600 m | 175.00000 1680.00| 175.83000 1687.97| 209.50000 2011.20 PIPE, TYPE 3, CIRCULAR, 1200 mm | | | 0032 715-05203 23844.500 m | 3.60000 85840.20| 3.70000 88224.65| 3.65000 87032.43 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0033 715-46000 142.000 EACH| 275.00000 39050.00| 135.06000 19178.52| 206.55000 29330.10 PIPE END SECTION, 300 mm | | | 0034 715-46005 42.000 EACH| 295.00000 12390.00| 148.88000 6252.96| 258.50000 10857.00 PIPE END SECTION, 375 mm | | | 0035 715-46010 30.000 EACH| 310.00000 9300.00| 166.05000 4981.50| 273.55000 8206.50 PIPE END SECTION, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 129 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,566,448.07 ROUTE : 39 CALL ORDER : 129 CONTRACT ID : R -23695-A COUNTIES : BOONE CLINTON LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 31-4351261 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 715-46020 10.000 EACH| 350.00000 3500.00| 202.91000 2029.10| 366.45000 3664.50 PIPE END SECTION, 600 mm | | | 0037 715-46025 4.000 EACH| 440.00000 1760.00| 379.13000 1516.52| 443.30000 1773.20 PIPE END SECTION, 675 mm | | | 0038 715-95490 10.970 m | 100.00000 1097.00| 1341.19000 14712.85| 203.60000 2233.49 PIPE, RELAID, 375 mm | | | 0039 715-95491 10.980 m | 110.00000 1207.80| 1267.04000 13912.10| 258.75000 2841.08 PIPE, RELAID, 450 mm | | | 0040 715-97040 2.440 m | 120.00000 292.80| 568.55000 1387.26| 319.90000 780.56 PIPE, RELAID, 600 mm | | | 0041 718-06528 235.000 EACH| 565.00000 132775.00| 581.03000 136542.05| 595.00000 139825.00 OUTLET PROTECTOR, 1 | | | 0042 718-06532 23492.000 m | 0.08000 1879.36| 0.08000 1879.36| 0.10000 2349.20 VIDEO INSPECTION FOR UNDERDRAINS | | | 0043 718-52610 2043.000 m3 | 33.40000 68236.20| 33.38000 68195.34| 33.00000 67419.00 AGGREGATE FOR UNDERDRAINS | | | 0044 730-26730 2.000 EACH| 3400.00000 6800.00| 2486.42000 4972.84| 3690.00000 7380.00 GRATED BOX END SECTION, II, 4:1, 600 mm | | | 0045 730-26731 2.000 EACH| 3900.00000 7800.00| 2921.78000 5843.56| 4245.00000 8490.00 GRATED BOX END SECTION, II, 4:1, 750 mm | | | 0046 730-26735 4.000 EACH| 7200.00000 28800.00| 6143.33000 24573.32| 7955.00000 31820.00 GRATED BOX END SECTION, II, 4:1, 1200 mm| | | 0047 730-97834 8.000 EACH| 2700.00000 21600.00| 1750.17000 14001.36| 2565.00000 20520.00 GRATED BOX END SECTION, II, 4:1, 450 mm | | | 0048 801-06203 4989.500 m | 1.00000 4989.50| 1.21000 6037.30| 2.85000 14220.08 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0049 801-06207 1156.000 m | 3.00000 3468.00| 1.79000 2069.24| 3.20000 3699.20 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0050 801-06640 26.000 EACH| 82.00000 2132.00| 85.00000 2210.00| 82.95000 2156.70 CONSTRUCTION SIGN, A | | | 0051 801-06775 LUMP| 30000.00000 30000.00| 223163.11000 223163.11| 96250.00000 96250.00 MAINTAINING TRAFFIC | | | 0052 802-76055 300.000 m | 12.00000 3600.00| 41.20000 12360.00| 43.05000 12915.00 SIGN POST, A | | | 0053 804-04435 42.000 EACH| 3.70000 155.40| 3.80000 159.60| 3.95000 165.90 DELINEATOR POST, REMOVE | | | 0054 804-76350 42.000 EACH| 31.00000 1302.00| 17.96000 754.32| 17.85000 749.70 DELINEATOR WITH POST, D3, 75 mm DIA. | | | 0055 808-06712 2856.000 m | 0.14000 399.84| 0.14000 399.84| 0.15000 428.40 LINE, PAINT, BROKEN, YELLOW, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 129 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,566,448.07 ROUTE : 39 CALL ORDER : 129 CONTRACT ID : R -23695-A COUNTIES : BOONE CLINTON LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 31-4351261 |(3) 35-1917625 |RIETH RILEY CONSTRUCTION |SHELLY & SANDS, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 808-06713 23194.000 m | 0.14000 3247.16| 0.14000 3247.16| 0.15000 3479.10 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0057 808-06714 2122.000 m | 0.14000 297.08| 0.14000 297.08| 0.15000 318.30 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0058 808-75297 5.000 m | 21.00000 105.00| 21.13000 105.65| 21.00000 105.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0059 808-75996 445.000 EACH| 4.00000 1780.00| 3.80000 1691.00| 3.75000 1668.75 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | SECTION TOTALS | $ 3,945,600.00| $ 4,084,321.03| $ 4,164,559.38 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,945,600.00| $ 4,084,321.03| $ 4,164,559.38 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 135 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,485,550.70 ROUTE : SR 13 CALL ORDER : 135 CONTRACT ID : R -23733-A COUNTIES : MADISON LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/30/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : P152(004) P152(004) P152(004) OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0524595 MOHR CONSTRUCTION CO $ 4,393,751.56 100.0000% 2 35-1136349 TSCHUOR, GALE COMPANY, INC. $ 4,775,454.92 108.6874% 3 99-9995112 E & B PAVING/FOX CONTRACTORS JT. VENTURE $ 4,840,376.97 110.1650% 4 35-0999231 HUNT PAVING COMPANY, INC. $ 4,870,959.34 110.8610% 5 35-1212938 ATLAS EXCAVATING, INC. $ 4,982,469.83 113.3989% ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1136349 |(3) 99-9995112 |MOHR CONSTRUCTION CO |TSCHUOR, GALE COMPANY, INC. |E & B PAVING/FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 15.000 MOS | 1500.00000 22500.00| 1580.18000 23702.70| 2000.00000 30000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 68212.50000 68212.50| 76017.12000 76017.12| 79830.00000 79830.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 195000.00000 195000.00| 238000.00000 238000.00| 235000.00000 235000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 50000.00000 50000.00| 39826.12000 39826.12| 30000.00000 30000.00 CLEARING RIGHT OF WAY | | | 0005 202-01502 46.000 EACH| 100.00000 4600.00| 190.59000 8767.14| 137.12000 6307.52 LIGHT STANDARD, REMOVE | | | 0006 202-02240 1035.000 m2 | 8.25000 8538.75| 8.28000 8569.80| 10.00000 10350.00 PAVEMENT, REMOVE | | | 0007 202-02245 24.000 EACH| 150.00000 3600.00| 198.35000 4760.40| 150.00000 3600.00 TREE, 150 mm, REMOVE | | | 0008 202-02255 22.000 EACH| 750.00000 16500.00| 394.55000 8680.10| 200.00000 4400.00 TREE, 460 mm, REMOVE | | | 0009 202-02260 39.000 EACH| 1000.00000 39000.00| 511.69000 19955.91| 300.00000 11700.00 TREE, 760 mm, REMOVE | | | 0010 202-02278 3023.000 m | 11.00000 33253.00| 4.34000 13119.82| 7.00000 21161.00 CURB, CONCRETE, REMOVE | | | 0011 202-60820 14632.000 m2 | 0.60000 8779.20| 1.30000 19021.60| 0.80000 11705.60 SURFACE MILLING, ASPHALT | | | 0012 202-74070 4.000 EACH| 440.15000 1760.60| 533.64000 2134.56| 411.36000 1645.44 OVERHEAD SIGN STRUCTURE, CABLE SPAN, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 135 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,485,550.70 ROUTE : SR 13 CALL ORDER : 135 CONTRACT ID : R -23733-A COUNTIES : MADISON LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1136349 |(3) 99-9995112 |MOHR CONSTRUCTION CO |TSCHUOR, GALE COMPANY, INC. |E & B PAVING/FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 202-78515 LUMP| 1100.39000 1100.39| 3376.12000 3376.12| 1028.40000 1028.40 TRAFFIC SIGNAL EQUIPMENT, REMOVE , | | | LOCATION NO. 1 | | | 0014 202-78515 LUMP| 1100.39000 1100.39| 1764.29000 1764.29| 1028.40000 1028.40 TRAFFIC SIGNAL EQUIPMENT, REMOVE , | | | LOCATION NO. 2 | | | 0015 202-78515 LUMP| 1100.39000 1100.39| 2014.78000 2014.78| 1028.40000 1028.40 TRAFFIC SIGNAL EQUIPMENT, REMOVE , | | | LOCATION NO. 3 | | | 0016 202-78515 LUMP| 1100.39000 1100.39| 2292.49000 2292.49| 1028.40000 1028.40 TRAFFIC SIGNAL EQUIPMENT, REMOVE , | | | LOCATION NO. 4 | | | 0017 202-91385 36.000 EACH| 240.75000 8667.00| 284.99000 10259.64| 450.00000 16200.00 INLET, REMOVE | | | 0018 202-96151 LUMP| 500.00000 500.00| 459.59000 459.59| 4500.00000 4500.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0019 203-02000 8173.000 m3 | 15.00000 122595.00| 18.17000 148503.41| 12.40000 101345.20 EXCAVATION, COMMON | | | 0020 205-02229 12.000 m | 17.55000 210.60| 17.86000 214.32| 17.00000 204.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0021 205-02237 89.000 EACH| 32.10000 2856.90| 32.67000 2907.63| 30.60000 2723.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0022 207-04867 500.000 m2 | 8.56000 4280.00| 11.76000 5880.00| 13.00000 6500.00 LIME-KILN DUST MODIFIED SOIL, 400 mm | | | 0023 207-04868 50.000 Mg | 55.64000 2782.00| 43.58000 2179.00| 45.00000 2250.00 LIME-KILN DUST | | | 0024 207-05755 500.000 m2 | 10.00000 5000.00| 1.66000 830.00| 13.00000 6500.00 MODIFIED SUBGRADE, 400 mm | | | 0025 211-02050 500.000 m3 | 18.00000 9000.00| 26.03000 13015.00| 30.65000 15325.00 B BORROW | | | 0026 211-02060 4851.000 m3 | 19.26000 93430.26| 25.96000 125931.96| 34.00000 164934.00 B BORROW FOR STRUCTURE BACKFILL | | | 0027 213-52830 25.000 m3 | 214.00000 5350.00| 142.43000 3560.75| 190.00000 4750.00 FLOWABLE MORTAR | | | 0028 305-05204 56.000 Mg | 75.00000 4200.00| 260.64000 14595.84| 200.00000 11200.00 HMA FOR PATCHING | | | 0029 401-05437 16344.000 Mg | 37.39000 611102.16| 37.03000 605218.32| 35.00000 572040.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0030 401-05455 6983.000 Mg | 38.65000 269892.95| 38.12000 266191.96| 37.00000 258371.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 135 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,485,550.70 ROUTE : SR 13 CALL ORDER : 135 CONTRACT ID : R -23733-A COUNTIES : MADISON LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1136349 |(3) 99-9995112 |MOHR CONSTRUCTION CO |TSCHUOR, GALE COMPANY, INC. |E & B PAVING/FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 401-05456 3355.000 Mg | 43.47000 145841.85| 51.19000 171742.45| 48.50000 162717.50 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0032 401-06264 LUMP| 4708.00000 4708.00| 5753.80000 5753.80| 15000.00000 15000.00 PROFILOGRAPH, HMA | | | 0033 404-05511 5010.000 m2 | 1.32000 6613.20| 1.30000 6513.00| 1.40000 7014.00 SEAL COAT, 2 | | | 0034 406-05520 30.800 Mg | 350.00000 10780.00| 226.21000 6967.27| 185.00000 5698.00 ASPHALT FOR TACK COAT | | | 0035 601-06035 6.000 m | 149.80000 898.80| 152.47000 914.82| 140.00000 840.00 GUARDRAIL, RESET | | | 0036 604-06069 776.400 m2 | 35.00000 27174.00| 35.32000 27422.45| 39.90000 30978.36 CURB RAMP, CONCRETE | | | 0037 604-06788 657.000 m2 | 42.00000 27594.00| 92.57000 60818.49| 85.00000 55845.00 CROSSWALK , IMPRESSED PATTERN | | | 0038 604-44251 16.990 m3 | 650.00000 11043.50| 546.55000 9285.88| 794.00000 13490.06 STEPS, CONCRETE | | | 0039 604-91531 5883.000 m2 | 29.00000 170607.00| 34.58000 203434.14| 28.86000 169783.38 SIDEWALK, CONCRETE, 100 mm | | | 0040 605-06120 2841.000 m | 39.50000 112219.50| 34.17000 97076.97| 36.50000 103696.50 CURB, CONCRETE | | | 0041 610-05527 1523.000 Mg | 60.52000 92171.96| 107.43000 163615.89| 65.00000 98995.00 HMA FOR APPROACHES | | | 0042 611-03671 34.000 EACH| 885.00000 30090.00| 842.49000 28644.66| 735.00000 24990.00 TRASH RECEPTACLE | | | 0043 611-05330 1667.000 m2 | 32.00000 53344.00| 40.17000 66963.39| 38.00000 63346.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0044 611-06497 19.000 EACH| 112.35000 2134.65| 114.35000 2172.65| 125.00000 2375.00 MAILBOX ASSEMBLY, SINGLE | | | 0045 611-06498 3.000 EACH| 155.15000 465.45| 157.92000 473.76| 165.00000 495.00 MAILBOX ASSEMBLY, DOUBLE | | | 0046 615-06505 6.000 EACH| 250.00000 1500.00| 517.31000 3103.86| 400.00000 2400.00 MONUMENT, B | | | 0047 615-06527 1.000 EACH| 375.00000 375.00| 408.40000 408.40| 500.00000 500.00 MONUMENT, SECTION CORNER | | | 0048 616-02320 25.000 m2 | 10.70000 267.50| 3.93000 98.25| 2.30000 57.50 GEOTEXTILES | | | 0049 616-06405 20.000 Mg | 32.10000 642.00| 50.64000 1012.80| 25.00000 500.00 RIPRAP, REVETMENT | | | 0050 621-06567 112.000 kL | 0.64000 71.68| 0.65000 72.80| 1.00000 112.00 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 135 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,485,550.70 ROUTE : SR 13 CALL ORDER : 135 CONTRACT ID : R -23733-A COUNTIES : MADISON LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1136349 |(3) 99-9995112 |MOHR CONSTRUCTION CO |TSCHUOR, GALE COMPANY, INC. |E & B PAVING/FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 621-06575 7408.000 m2 | 3.64000 26965.12| 3.40000 25187.20| 3.20000 23705.60 SODDING, NURSERY | | | 0052 622-01493 17.000 EACH| 1225.15000 20827.55| 1246.99000 21198.83| 1170.00000 19890.00 PLANT, ZELKOVA SERRATA, GREEN VASE | | | 0053 622-03421 32.000 EACH| 1144.90000 36636.80| 1165.31000 37289.92| 1090.00000 34880.00 PLANT, QUERCUS SHUMARDI | | | 0054 622-03726 23.000 EACH| 968.35000 22272.05| 985.61000 22669.03| 925.00000 21275.00 PLANT, SYRINGA RETICULATA | | | 0055 622-03948 37.000 EACH| 425.00000 15725.00| 469.80000 17382.60| 575.00000 21275.00 PLANTER , OUTDOOR | | | 0056 622-04648 16.000 EACH| 1050.00000 16800.00| 963.72000 15419.52| 1955.00000 31280.00 TREE GRATE | | | 0057 622-94631 26.000 EACH| 989.75000 25733.50| 1007.39000 26192.14| 943.00000 24518.00 PLANT, TILIA CORDATA, GREENSPIRE | | | 0058 622-96452 19.000 EACH| 1037.90000 19720.10| 1056.40000 20071.60| 990.00000 18810.00 PLANT, ACER RUBRUM OCTOBER GLORY | | | 0059 622-97535 12.000 EACH| 909.50000 10914.00| 925.71000 11108.52| 867.00000 10404.00 PLANT, PYRUS CALLERYANA REDSPIRE | | | 0060 622-98041 19.000 EACH| 1037.90000 19720.10| 1056.40000 20071.60| 990.00000 18810.00 PLANT, FRAXINUS AMERICANA, AUTUMN | | | APPLAUSE | | | 0061 622-98052 40.000 EACH| 979.05000 39162.00| 996.50000 39860.00| 933.00000 37320.00 PLANT, CRATAEGUS VIRIDIS WINTERKING | | | 0062 622-99022 24.000 EACH| 1021.85000 24524.40| 1040.06000 24961.44| 975.00000 23400.00 PLANT, ACER SACCHARUM | | | 0063 622-99024 16.000 EACH| 941.60000 15065.60| 958.38000 15334.08| 897.00000 14352.00 PLANT, FRAXINUS PENNSYLVANICA | | | 0064 622-99036 19.000 EACH| 1155.60000 21956.40| 1176.20000 22347.80| 1100.00000 20900.00 PLANT, QUERCUS MACROCARPA | | | 0065 703-51030 9.050 kg | 7.49000 67.78| 9.23000 83.53| 28.00000 253.40 REINFORCING STEEL | | | 0066 711-91378 16.000 EACH| 21.40000 342.40| 9.03000 144.48| 10.00000 160.00 FIELD DRILLED HOLE IN CONCRETE, 25 mm | | | 0067 712-03812 12.000 EACH| 1250.00000 15000.00| 1180.22000 14162.64| 800.00000 9600.00 BENCH | | | 0068 715-05024 1194.000 m | 157.83000 188449.02| 192.68000 230059.92| 218.00000 260292.00 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0069 715-05087 LUMP| 5350.00000 5350.00| 8568.34000 8568.34| 5000.00000 5000.00 MAINTENANCE OF TRAFFIC PLAN (WATER MAIN | | | RELOCATION) | | | 0070 715-05151 656.000 m | 77.04000 50538.24| 78.60000 51561.60| 215.00000 141040.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 135 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,485,550.70 ROUTE : SR 13 CALL ORDER : 135 CONTRACT ID : R -23733-A COUNTIES : MADISON LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1136349 |(3) 99-9995112 |MOHR CONSTRUCTION CO |TSCHUOR, GALE COMPANY, INC. |E & B PAVING/FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 715-05152 118.000 m | 87.74000 10353.32| 94.59000 11161.62| 98.00000 11564.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0072 715-05154 171.000 m | 105.40000 18023.40| 135.60000 23187.60| 111.00000 18981.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0073 715-05156 375.000 m | 133.75000 50156.25| 152.62000 57232.50| 137.00000 51375.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0074 715-44240 0.870 m3 | 347.75000 302.54| 1568.17000 1364.31| 1830.00000 1592.10 CONCRETE, A, STRUCTURES | | | 0075 716-02836 10.000 m | 2487.75000 24877.50| 1.09000 10.90| 100.00000 1000.00 PIPE, JACKED, REINFORCED CONCRETE, IV, | | | 900 mm | | | 0076 720-44000 13.000 EACH| 250.00000 3250.00| 202.28000 2629.64| 205.00000 2665.00 CASTING, ADJUST TO GRADE | | | 0077 720-44025 2.000 EACH| 750.00000 1500.00| 386.59000 773.18| 539.00000 1078.00 CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0078 720-44296 4.000 EACH| 214.00000 856.00| 191.43000 765.72| 1240.00000 4960.00 CAP INLET | | | 0079 720-45045 63.000 EACH| 1016.50000 64039.50| 1133.15000 71388.45| 1365.00000 85995.00 INLET, J10 | | | 0080 720-45055 21.000 EACH| 1070.00000 22470.00| 1219.52000 25609.92| 365.00000 7665.00 INLET, M10 | | | 0081 720-45265 13.000 EACH| 909.50000 11823.50| 353.86000 4600.18| 900.00000 11700.00 PIPE CATCH BASIN, 375 mm | | | 0082 720-45275 1.000 EACH| 1016.50000 1016.50| 522.52000 522.52| 900.00000 900.00 PIPE CATCH BASIN, 600 mm | | | 0083 720-45410 12.000 EACH| 1337.50000 16050.00| 1237.37000 14848.44| 1550.00000 18600.00 MANHOLE, C4 | | | 0084 720-94612 1.000 EACH| 4815.00000 4815.00| 3854.25000 3854.25| 3825.00000 3825.00 MANHOLE, K4 | | | 0085 720-95422 38.000 EACH| 1872.50000 71155.00| 2474.67000 94037.46| 2530.00000 96140.00 MANHOLE, J4 | | | 0086 720-98174 9.000 EACH| 1150.25000 10352.25| 1854.84000 16693.56| 1820.00000 16380.00 INLET, B15 | | | 0087 720-98555 1.000 EACH| 1284.00000 1284.00| 1920.07000 1920.07| 1820.00000 1820.00 INLET, C15 | | | 0088 732-03063 1.000 EACH| 1926.00000 1926.00| 1550.66000 1550.66| 5600.00000 5600.00 TAPPING SLEEVE , 300 mm X 300 mm | | | 0089 732-03942 9.000 EACH| 2140.00000 19260.00| 1705.52000 15349.68| 1670.00000 15030.00 HYDRANT ASSEMBLY | | | 0090 732-04596 42.000 EACH| 535.00000 22470.00| 519.01000 21798.42| 1242.00000 52164.00 WATER SERVICE RELOCATION, ALL LINES | | | LESS THAN 50 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 135 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,485,550.70 ROUTE : SR 13 CALL ORDER : 135 CONTRACT ID : R -23733-A COUNTIES : MADISON LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1136349 |(3) 99-9995112 |MOHR CONSTRUCTION CO |TSCHUOR, GALE COMPANY, INC. |E & B PAVING/FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 732-04749 10.000 m | 1364.25000 13642.50| 1059.63000 10596.30| 1060.00000 10600.00 CASING , JACKING AND BORING, 600 mm | | | 0092 732-04751 10.000 EACH| 1605.00000 16050.00| 1899.23000 18992.30| 1515.00000 15150.00 WATER SERVICE FLOW STOP, 150 mm | | | 0093 732-04751 2.000 EACH| 1872.50000 3745.00| 4277.46000 8554.92| 2950.00000 5900.00 WATER SERVICE FLOW STOP, 200 mm | | | 0094 732-04751 2.000 EACH| 4654.50000 9309.00| 5207.24000 10414.48| 5265.00000 10530.00 WATER SERVICE FLOW STOP, 350 mm | | | 0095 732-04751 6.000 EACH| 133.75000 802.50| 277.59000 1665.54| 1063.00000 6378.00 WATER SERVICE TRANSITION FITTINGS, 150 | | | mm | | | 0096 732-04751 2.000 EACH| 160.50000 321.00| 403.72000 807.44| 1063.00000 2126.00 WATER SERVICE TRANSITION FITTINGS, 200 | | | mm | | | 0097 732-04751 1.000 EACH| 588.50000 588.50| 1037.85000 1037.85| 1063.00000 1063.00 WATER SERVICE TRANSITION FITTINGS, 350 | | | mm | | | 0098 732-04926 20.000 EACH| 481.50000 9630.00| 442.86000 8857.20| 3815.00000 76300.00 VALVE AND BOX, 150 mm | | | 0099 732-04926 1.000 EACH| 695.50000 695.50| 663.22000 663.22| 758.00000 758.00 VALVE AND BOX, 200 mm | | | 0100 732-04926 1.000 EACH| 1123.50000 1123.50| 976.22000 976.22| 1275.00000 1275.00 VALVE AND BOX, 250 mm | | | 0101 732-04926 1.000 EACH| 1284.00000 1284.00| 2301.91000 2301.91| 1263.00000 1263.00 VALVE AND BOX, 300 mm | | | 0102 732-04926 1.000 EACH| 3745.00000 3745.00| 1623.72000 1623.72| 1698.00000 1698.00 VALVE AND BOX, 350 mm | | | 0103 732-04964 474.000 m | 90.95000 43110.30| 121.65000 57662.10| 139.00000 65886.00 WATER MAIN , DUCTILE IRON, 150 mm | | | 0104 732-04964 18.000 m | 53.50000 963.00| 222.15000 3998.70| 463.00000 8334.00 WATER MAIN , DUCTILE IRON, 200 mm | | | 0105 732-04964 1030.000 m | 95.44400 98307.32| 145.58000 149947.40| 110.00000 113300.00 WATER MAIN , DUCTILE IRON, 250 mm | | | 0106 732-04964 432.000 m | 103.79000 44837.28| 150.92000 65197.44| 155.00000 66960.00 WATER MAIN , DUCTILE IRON, 300 mm | | | 0107 732-04964 23.000 m | 112.35000 2584.05| 179.64000 4131.72| 665.00000 15295.00 WATER MAIN , DUCTILE IRON, 350 mm | | | 0108 732-04994 24.000 EACH| 321.00000 7704.00| 249.72000 5993.28| 735.00000 17640.00 METER , WATER, REPLACEMENT | | | 0109 801-04308 35.000 EACH| 235.40000 8239.00| 239.60000 8386.00| 220.00000 7700.00 ROAD CLOSURE SIGN ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 135 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,485,550.70 ROUTE : SR 13 CALL ORDER : 135 CONTRACT ID : R -23733-A COUNTIES : MADISON LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1136349 |(3) 99-9995112 |MOHR CONSTRUCTION CO |TSCHUOR, GALE COMPANY, INC. |E & B PAVING/FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0111 801-06606 91.000 EACH| 101.65000 9250.15| 103.46000 9414.86| 95.00000 8645.00 BARRICADE, IIIB | | | 0112 801-06625 17.000 EACH| 101.65000 1728.05| 103.46000 1758.82| 95.00000 1615.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0113 801-06640 62.000 EACH| 101.65000 6302.30| 87.13000 5402.06| 80.00000 4960.00 CONSTRUCTION SIGN, A | | | 0114 801-06645 20.000 EACH| 37.45000 749.00| 38.12000 762.40| 35.00000 700.00 CONSTRUCTION SIGN, B | | | 0115 801-06775 LUMP| 55350.00000 55350.00| 72172.17000 72172.17| 120000.00000 120000.00 MAINTAINING TRAFFIC | | | 0116 802-02293 53.500 m3 | 470.90000 25193.15| 353.95000 18936.33| 440.09000 23544.82 CONCRETE, SIGN FOUNDATION | | | 0117 802-76025 1.125 m2 | 207.72000 233.69| 206.92000 232.78| 194.13000 218.40 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0118 802-76035 38.475 m2 | 217.50000 8368.31| 193.85000 7458.38| 203.27000 7820.81 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0119 803-02310 4475.000 kg | 1.52000 6802.00| 2.01000 8994.75| 1.42000 6354.50 REINFORCING STEEL, SIGN FOUNDATION | | | 0120 803-76135 10.000 EACH| 3615.45000 36154.50| 3675.61000 36756.10| 3378.93000 33789.30 OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0121 805-01815 4.000 EACH| 1298.10000 5192.40| 1624.89000 6499.56| 1213.17000 4852.68 SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0122 805-01842 4.000 EACH| 531.99000 2127.96| 653.44000 2613.76| 497.18000 1988.72 HANDHOLE, SIGNAL | | | 0123 805-01843 11.000 EACH| 205.57000 2261.27| 252.66000 2779.26| 192.12000 2113.32 SIGNAL HANDHOLE ADJUST TO GRADE | | | 0124 805-02069 2.000 EACH| 2170.04000 4340.08| 2321.90000 4643.80| 2028.07000 4056.14 SIGNAL CANTILEVER STRUCTURE, 7.6 m | | | 0125 805-02075 4.000 EACH| 1537.53000 6150.12| 1683.70000 6734.80| 1436.94000 5747.76 SIGNAL CANTILEVER STRUCTURE, 4.6 m ARM | | | 0126 805-02076 4.000 EACH| 1862.38000 7449.52| 2001.71000 8006.84| 1740.54000 6962.16 SIGNAL CANTILEVER STRUCTURE, 6.1 m ARM | | | 0127 805-02087 LUMP| 569.75000 569.75| 326.72000 326.72| 532.48000 532.48 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT , LOCATION NO. 1 | | | 0128 805-02087 LUMP| 569.75000 569.75| 326.72000 326.72| 532.48000 532.48 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT , LOCATION NO. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 135 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,485,550.70 ROUTE : SR 13 CALL ORDER : 135 CONTRACT ID : R -23733-A COUNTIES : MADISON LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1136349 |(3) 99-9995112 |MOHR CONSTRUCTION CO |TSCHUOR, GALE COMPANY, INC. |E & B PAVING/FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0129 805-02087 LUMP| 569.75000 569.75| 326.72000 326.72| 532.48000 532.48 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT , LOCATION NO. 3 | | | 0130 805-02087 LUMP| 569.75000 569.75| 326.72000 326.72| 532.48000 532.48 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT , LOCATION NO. 4 | | | 0131 805-02352 5727.000 m | 11.15000 63856.05| 10.89000 62367.03| 10.42000 59675.34 WIRE, XHHW, NO. 4 CU, IN PLASTIC DUCT, | | | 1C 4GA. | | | 0132 805-02426 412.000 m | 23.81000 9809.72| 19.60000 8075.20| 22.25000 9167.00 WIRE, THW, NO. 4 CU, IN PLASTIC DUCT, | | | IN CONDUIT, 4 1C | | | 0133 805-04808 6.000 EACH| 134.49000 806.94| 141.58000 849.48| 125.69000 754.14 PEDESTRIAN SIGNAL , REMOVE AND RELOCATE | | | 0134 805-04808 8.000 EACH| 102.70000 821.60| 141.58000 1132.64| 95.98000 767.84 PEDESTRIAN SIGNAL , REMOVE AND RELOCATE\| | | 0135 805-04808 6.000 EACH| 134.49000 806.94| 141.58000 849.48| 125.69000 754.14 PEDESTRIAN SIGNAL REMOVE AND RELOCATE | | | 0136 805-06592 833.000 m | 31.72000 26422.76| 31.65000 26364.45| 29.64000 24690.12 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0137 805-78069 2.000 EACH| 7123.83000 14247.66| 6691.25000 13382.50| 6657.78000 13315.56 CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 4 PHASE | | | 0138 805-78100 1.000 EACH| 7646.41000 7646.41| 7166.08000 7166.08| 7146.18000 7146.18 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0139 805-78205 28.000 EACH| 386.64000 10825.92| 413.85000 11587.80| 361.34000 10117.52 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0140 805-78415 4.000 EACH| 1429.34000 5717.36| 1306.88000 5227.52| 1335.83000 5343.32 SPAN, CATENARY, AND TETHER | | | 0141 805-78420 4.000 EACH| 204.73000 818.92| 217.81000 871.24| 191.33000 765.32 DISCONNECT HANGER | | | 0142 805-78445 2.000 EACH| 362.23000 724.46| 457.41000 914.82| 338.53000 677.06 SIGNAL SERVICE | | | 0143 805-78467 119.000 m | 4.43000 527.17| 6.22000 740.18| 4.14000 492.66 SIGNAL CABLE, 3C 8GA. | | | 0144 805-78470 56.400 m | 2.42000 136.49| 1.73000 97.57| 2.26000 127.46 SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0145 805-78480 90.000 m | 2.78000 250.20| 2.89000 260.10| 2.60000 234.00 SIGNAL CABLE, 3C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 135 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,485,550.70 ROUTE : SR 13 CALL ORDER : 135 CONTRACT ID : R -23733-A COUNTIES : MADISON LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1136349 |(3) 99-9995112 |MOHR CONSTRUCTION CO |TSCHUOR, GALE COMPANY, INC. |E & B PAVING/FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0146 805-78485 737.000 m | 2.90000 2137.30| 3.87000 2852.19| 2.71000 1997.27 SIGNAL CABLE, 5C 14GA. | | | 0147 805-78490 614.000 m | 3.37000 2069.18| 3.98000 2443.72| 3.15000 1934.10 SIGNAL CABLE, 7C 14GA. | | | 0148 805-78492 178.000 m | 8.63000 1536.14| 3.98000 708.44| 8.07000 1436.46 SIGNAL CABLE, INTERCONNECT, 7C 14GA. | | | 0149 805-78510 814.000 m | 2.54000 2067.56| 2.55000 2075.70| 2.38000 1937.32 SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0150 805-78785 3.000 EACH| 384.86000 1154.58| 484.64000 1453.92| 359.68000 1079.04 SIGNAL DETECTOR HOUSING | | | 0151 805-78795 17.200 m | 27.82000 478.50| 32.67000 561.92| 26.00000 447.20 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0152 805-78910 10.000 EACH| 980.18000 9801.80| 738.39000 7383.90| 916.06000 9160.60 SIGNAL MAST ARM FOUNDATION, 760 mm X | | | 760 mm X 1850 mm | | | 0153 805-78925 1.000 EACH| 587.69000 587.69| 756.90000 756.90| 549.24000 549.24 CONTROLLER CABINET FOUNDATION, P1 | | | 0154 805-78930 2.000 EACH| 563.24000 1126.48| 637.11000 1274.22| 526.39000 1052.78 CONTROLLER CABINET FOUNDATION, M | | | 0155 805-81032 4.000 EACH| 2397.53000 9590.12| 2766.24000 11064.96| 2240.68000 8962.72 SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0156 805-86805 9.000 EACH| 1403.11000 12627.99| 1535.59000 13820.31| 1311.31000 11801.79 SERVICE POINT, I | | | 0157 805-86889 2286.000 m | 0.75000 1714.50| 1.42000 3246.12| 0.70000 1600.20 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0158 805-86920 404.000 EACH| 14.70000 5938.80| 11.71000 4730.84| 13.74000 5550.96 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0159 805-86930 317.000 EACH| 13.41000 4250.97| 9.80000 3106.60| 12.53000 3972.01 INSULATING LINK, NOT WATERPROOFED | | | 0160 805-86955 63.000 EACH| 102.33000 6446.79| 56.63000 3567.69| 95.63000 6024.69 CABLE DUCT MARKER | | | 0161 805-92504 3.000 EACH| 212.77000 638.31| 272.27000 816.81| 198.85000 596.55 LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0162 807-02820 126.000 EACH| 1803.18000 227200.68| 1579.15000 198972.90| 1685.21000 212336.46 LIGHT POLE BASE, CAST IRON, ORNAMENTAL | | | 0163 807-03950 176.000 EACH| 575.86000 101351.36| 664.33000 116922.08| 538.19000 94721.44 LUMINAIRE, ORNAMENTAL | | | 0164 807-04113 151.000 EACH| 387.60000 58527.60| 386.62000 58379.62| 362.24000 54698.24 CONCRETE FOUNDATION WITH GROUNDING, 500 | | | mm DIA. X 1200 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 135 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,485,550.70 ROUTE : SR 13 CALL ORDER : 135 CONTRACT ID : R -23733-A COUNTIES : MADISON LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1136349 |(3) 99-9995112 |MOHR CONSTRUCTION CO |TSCHUOR, GALE COMPANY, INC. |E & B PAVING/FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0165 807-04654 25.000 EACH| 2105.75000 52643.75| 2330.61000 58265.25| 1967.99000 49199.75 LIGHT POLE BASE FOR TWIN LUMINAIRE, | | | CAST IRON, ORNA MENTAL | | | 0166 807-78590 4.000 EACH| 556.43000 2225.72| 637.11000 2548.44| 520.33000 2081.32 HANDHOLE | | | 0167 807-86910 151.000 EACH| 31.06000 4690.06| 27.23000 4111.73| 29.03000 4383.53 CONNECTOR KIT, UNFUSED | | | 0168 807-86915 151.000 EACH| 32.24000 4868.24| 27.23000 4111.73| 30.13000 4549.63 CONNECTOR KIT, FUSED | | | 0169 808-04298 4.000 EACH| 401.25000 1605.00| 299.49000 1197.96| 275.00000 1100.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0170 808-06703 5889.000 m | 1.02000 6006.78| 0.78000 4593.42| 0.72000 4240.08 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0171 808-75240 532.000 m | 1.07000 569.24| 0.78000 414.96| 0.72000 383.04 LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | 0172 808-75245 5607.000 m | 1.02000 5719.14| 0.78000 4373.46| 0.72000 4037.04 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0173 808-75290 28.000 m | 9.63000 269.64| 9.26000 259.28| 8.50000 238.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0174 808-75297 254.000 m | 9.36000 2377.44| 9.26000 2352.04| 8.50000 2159.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0175 808-75300 852.000 m | 1.53000 1303.56| 1.96000 1669.92| 1.80000 1533.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0176 808-75320 38.000 EACH| 46.01000 1748.38| 49.01000 1862.38| 45.00000 1710.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0177 808-75325 36.000 EACH| 58.85000 2118.60| 59.90000 2156.40| 55.00000 1980.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0178 808-75998 163.000 EACH| 32.10000 5232.30| 32.67000 5325.21| 30.00000 4890.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0179 808-97664 1.000 EACH| 214.00000 214.00| 92.57000 92.57| 85.00000 85.00 PAVEMENT MESSAGE MARKINGS THERMOPLASTIC,| | | HANDICAP SYMBOL | | | 0180 807-06796 4.000 EACH| 3.63000 14.52| 302.76000 1211.04| 3.39000 13.56 ELECTRIC RECEPTACLE, WEATHERPROOF | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 135 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,485,550.70 ROUTE : SR 13 CALL ORDER : 135 CONTRACT ID : R -23733-A COUNTIES : MADISON LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0524595 |(2) 35-1136349 |(3) 99-9995112 |MOHR CONSTRUCTION CO |TSCHUOR, GALE COMPANY, INC. |E & B PAVING/FOX CONTRACTORS LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0181 715-05576 20.400 m | 1792.25000 36561.90| 1440.34000 29382.94| 910.00000 18564.00 PIPE, 900 mm , JACKED, STEEL 13 mm | | | SECTION TOTALS | $ 4,393,751.56| $ 4,775,454.92| $ 4,840,376.97 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,393,751.56| $ 4,775,454.92| $ 4,840,376.97 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 135 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,485,550.70 ROUTE : SR 13 CALL ORDER : 135 CONTRACT ID : R -23733-A COUNTIES : MADISON LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1212938 | |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 15.000 MOS | 1909.52000 28642.80| 1500.00000 22500.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 156135.00000 156135.00| 84000.00000 84000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 272781.61000 272781.61| 248000.00000 248000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 111388.31000 111388.31| 30000.00000 30000.00| CLEARING RIGHT OF WAY | | | 0005 202-01502 46.000 EACH| 143.98000 6623.08| 200.00000 9200.00| LIGHT STANDARD, REMOVE | | | 0006 202-02240 1035.000 m2 | 8.84000 9149.40| 3.20000 3312.00| PAVEMENT, REMOVE | | | 0007 202-02245 24.000 EACH| 157.50000 3780.00| 205.00000 4920.00| TREE, 150 mm, REMOVE | | | 0008 202-02255 22.000 EACH| 472.50000 10395.00| 615.00000 13530.00| TREE, 460 mm, REMOVE | | | 0009 202-02260 39.000 EACH| 735.00000 28665.00| 820.00000 31980.00| TREE, 760 mm, REMOVE | | | 0010 202-02278 3023.000 m | 5.24000 15840.52| 5.20000 15719.60| CURB, CONCRETE, REMOVE | | | 0011 202-60820 14632.000 m2 | 1.25000 18290.00| 1.85000 27069.20| SURFACE MILLING, ASPHALT | | | 0012 202-74070 4.000 EACH| 431.93000 1727.72| 500.00000 2000.00| OVERHEAD SIGN STRUCTURE, CABLE SPAN, | | | REMOVE | | | 0013 202-78515 LUMP| 1079.82000 1079.82| 3200.00000 3200.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE , | | | LOCATION NO. 1 | | | 0014 202-78515 LUMP| 1079.82000 1079.82| 1650.00000 1650.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE , | | | LOCATION NO. 2 | | | 0015 202-78515 LUMP| 1079.82000 1079.82| 1900.00000 1900.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE , | | | LOCATION NO. 3 | | | 0016 202-78515 LUMP| 1079.82000 1079.82| 2150.00000 2150.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE , | | | LOCATION NO. 4 | | | 0017 202-91385 36.000 EACH| 269.20000 9691.20| 100.00000 3600.00| INLET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 135 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,485,550.70 ROUTE : SR 13 CALL ORDER : 135 CONTRACT ID : R -23733-A COUNTIES : MADISON LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1212938 | |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 202-96151 LUMP| 525.00000 525.00| 430.00000 430.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0019 203-02000 8173.000 m3 | 20.12000 164440.76| 30.00000 245190.00| EXCAVATION, COMMON | | | 0020 205-02229 12.000 m | 17.22000 206.64| 32.00000 384.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0021 205-02237 89.000 EACH| 31.50000 2803.50| 32.00000 2848.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0022 207-04867 500.000 m2 | 10.56000 5280.00| 9.60000 4800.00| LIME-KILN DUST MODIFIED SOIL, 400 mm | | | 0023 207-04868 50.000 Mg | 42.00000 2100.00| 62.00000 3100.00| LIME-KILN DUST | | | 0024 207-05755 500.000 m2 | 10.56000 5280.00| 10.00000 5000.00| MODIFIED SUBGRADE, 400 mm | | | 0025 211-02050 500.000 m3 | 27.66000 13830.00| 35.00000 17500.00| B BORROW | | | 0026 211-02060 4851.000 m3 | 23.48000 113901.48| 28.00000 135828.00| B BORROW FOR STRUCTURE BACKFILL | | | 0027 213-52830 25.000 m3 | 75.17000 1879.25| 140.00000 3500.00| FLOWABLE MORTAR | | | 0028 305-05204 56.000 Mg | 325.67000 18237.52| 260.00000 14560.00| HMA FOR PATCHING | | | 0029 401-05437 16344.000 Mg | 35.70000 583480.80| 35.00000 572040.00| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0030 401-05455 6983.000 Mg | 36.75000 256625.25| 36.00000 251388.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0031 401-05456 3355.000 Mg | 49.35000 165569.25| 48.50000 162717.50| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0032 401-06264 LUMP| 5547.38000 5547.38| 6000.00000 6000.00| PROFILOGRAPH, HMA | | | 0033 404-05511 5010.000 m2 | 1.25000 6262.50| 1.25000 6262.50| SEAL COAT, 2 | | | 0034 406-05520 30.800 Mg | 218.10000 6717.48| 225.00000 6930.00| ASPHALT FOR TACK COAT | | | 0035 601-06035 6.000 m | 147.00000 882.00| 145.00000 870.00| GUARDRAIL, RESET | | | 0036 604-06069 776.400 m2 | 44.24000 34347.94| 37.50000 29115.00| CURB RAMP, CONCRETE | | | 0037 604-06788 657.000 m2 | 122.88000 80732.16| 75.00000 49275.00| CROSSWALK , IMPRESSED PATTERN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 135 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,485,550.70 ROUTE : SR 13 CALL ORDER : 135 CONTRACT ID : R -23733-A COUNTIES : MADISON LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1212938 | |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 604-44251 16.990 m3 | 867.79000 14743.75| 960.00000 16310.40| STEPS, CONCRETE | | | 0039 604-91531 5883.000 m2 | 32.52000 191315.16| 32.50000 191197.50| SIDEWALK, CONCRETE, 100 mm | | | 0040 605-06120 2841.000 m | 28.92000 82161.72| 37.00000 105117.00| CURB, CONCRETE | | | 0041 610-05527 1523.000 Mg | 103.57000 157737.11| 102.00000 155346.00| HMA FOR APPROACHES | | | 0042 611-03671 34.000 EACH| 1006.69000 34227.46| 600.00000 20400.00| TRASH RECEPTACLE | | | 0043 611-05330 1667.000 m2 | 40.84000 68080.28| 40.75000 67930.25| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0044 611-06497 19.000 EACH| 110.25000 2094.75| 260.00000 4940.00| MAILBOX ASSEMBLY, SINGLE | | | 0045 611-06498 3.000 EACH| 152.25000 456.75| 320.00000 960.00| MAILBOX ASSEMBLY, DOUBLE | | | 0046 615-06505 6.000 EACH| 341.25000 2047.50| 550.00000 3300.00| MONUMENT, B | | | 0047 615-06527 1.000 EACH| 262.50000 262.50| 550.00000 550.00| MONUMENT, SECTION CORNER | | | 0048 616-02320 25.000 m2 | 13.00000 325.00| 8.00000 200.00| GEOTEXTILES | | | 0049 616-06405 20.000 Mg | 25.99000 519.80| 25.00000 500.00| RIPRAP, REVETMENT | | | 0050 621-06567 112.000 kL | 0.63000 70.56| 0.65000 72.80| WATER | | | 0051 621-06575 7408.000 m2 | 3.28000 24298.24| 3.25000 24076.00| SODDING, NURSERY | | | 0052 622-01493 17.000 EACH| 1202.25000 20438.25| 1200.00000 20400.00| PLANT, ZELKOVA SERRATA, GREEN VASE | | | 0053 622-03421 32.000 EACH| 1123.50000 35952.00| 1100.00000 35200.00| PLANT, QUERCUS SHUMARDI | | | 0054 622-03726 23.000 EACH| 950.25000 21855.75| 950.00000 21850.00| PLANT, SYRINGA RETICULATA | | | 0055 622-03948 37.000 EACH| 731.17000 27053.29| 550.00000 20350.00| PLANTER , OUTDOOR | | | 0056 622-04648 16.000 EACH| 1084.74000 17355.84| 1100.00000 17600.00| TREE GRATE | | | 0057 622-94631 26.000 EACH| 971.25000 25252.50| 950.00000 24700.00| PLANT, TILIA CORDATA, GREENSPIRE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 135 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,485,550.70 ROUTE : SR 13 CALL ORDER : 135 CONTRACT ID : R -23733-A COUNTIES : MADISON LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1212938 | |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 622-96452 19.000 EACH| 1018.50000 19351.50| 985.00000 18715.00| PLANT, ACER RUBRUM OCTOBER GLORY | | | 0059 622-97535 12.000 EACH| 892.50000 10710.00| 875.00000 10500.00| PLANT, PYRUS CALLERYANA REDSPIRE | | | 0060 622-98041 19.000 EACH| 1018.50000 19351.50| 1000.00000 19000.00| PLANT, FRAXINUS AMERICANA, AUTUMN | | | APPLAUSE | | | 0061 622-98052 40.000 EACH| 960.75000 38430.00| 925.00000 37000.00| PLANT, CRATAEGUS VIRIDIS WINTERKING | | | 0062 622-99022 24.000 EACH| 1002.75000 24066.00| 975.00000 23400.00| PLANT, ACER SACCHARUM | | | 0063 622-99024 16.000 EACH| 924.00000 14784.00| 950.00000 15200.00| PLANT, FRAXINUS PENNSYLVANICA | | | 0064 622-99036 19.000 EACH| 1134.00000 21546.00| 1100.00000 20900.00| PLANT, QUERCUS MACROCARPA | | | 0065 703-51030 9.050 kg | 18.87000 170.77| 100.00000 905.00| REINFORCING STEEL | | | 0066 711-91378 16.000 EACH| 12.32000 197.12| 150.00000 2400.00| FIELD DRILLED HOLE IN CONCRETE, 25 mm | | | 0067 712-03812 12.000 EACH| 1453.49000 17441.88| 1400.00000 16800.00| BENCH | | | 0068 715-05024 1194.000 m | 127.06000 151709.64| 249.00000 297306.00| PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0069 715-05087 LUMP| 4035.35000 4035.35| 8000.00000 8000.00| MAINTENANCE OF TRAFFIC PLAN (WATER MAIN | | | RELOCATION) | | | 0070 715-05151 656.000 m | 93.71000 61473.76| 102.00000 66912.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0071 715-05152 118.000 m | 66.00000 7788.00| 114.00000 13452.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0072 715-05154 171.000 m | 82.59000 14122.89| 132.00000 22572.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0073 715-05156 375.000 m | 105.30000 39487.50| 170.00000 63750.00| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0074 715-44240 0.870 m3 | 3962.62000 3447.48| 1400.00000 1218.00| CONCRETE, A, STRUCTURES | | | 0075 716-02836 10.000 m | 10.00000 100.00| 3000.00000 30000.00| PIPE, JACKED, REINFORCED CONCRETE, IV, | | | 900 mm | | | 0076 720-44000 13.000 EACH| 247.94000 3223.22| 225.00000 2925.00| CASTING, ADJUST TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 135 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,485,550.70 ROUTE : SR 13 CALL ORDER : 135 CONTRACT ID : R -23733-A COUNTIES : MADISON LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1212938 | |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 720-44025 2.000 EACH| 437.69000 875.38| 400.00000 800.00| CASTING, 4, FURNISH AND ADJUST TO GRADE | | | 0078 720-44296 4.000 EACH| 403.54000 1614.16| 150.00000 600.00| CAP INLET | | | 0079 720-45045 63.000 EACH| 1196.06000 75351.78| 1050.00000 66150.00| INLET, J10 | | | 0080 720-45055 21.000 EACH| 1214.53000 25505.13| 1100.00000 23100.00| INLET, M10 | | | 0081 720-45265 13.000 EACH| 519.92000 6758.96| 425.00000 5525.00| PIPE CATCH BASIN, 375 mm | | | 0082 720-45275 1.000 EACH| 694.49000 694.49| 580.00000 580.00| PIPE CATCH BASIN, 600 mm | | | 0083 720-45410 12.000 EACH| 1581.89000 18982.68| 1300.00000 15600.00| MANHOLE, C4 | | | 0084 720-94612 1.000 EACH| 3655.85000 3655.85| 3800.00000 3800.00| MANHOLE, K4 | | | 0085 720-95422 38.000 EACH| 2910.77000 110609.26| 2375.00000 90250.00| MANHOLE, J4 | | | 0086 720-98174 9.000 EACH| 1860.19000 16741.71| 1700.00000 15300.00| INLET, B15 | | | 0087 720-98555 1.000 EACH| 1860.19000 1860.19| 1700.00000 1700.00| INLET, C15 | | | 0088 732-03063 1.000 EACH| 3967.69000 3967.69| 4200.00000 4200.00| TAPPING SLEEVE , 300 mm X 300 mm | | | 0089 732-03942 9.000 EACH| 2171.25000 19541.25| 2400.00000 21600.00| HYDRANT ASSEMBLY | | | 0090 732-04596 42.000 EACH| 1022.76000 42955.92| 850.00000 35700.00| WATER SERVICE RELOCATION, ALL LINES | | | LESS THAN 50 mm | | | 0091 732-04749 10.000 m | 2857.04000 28570.40| 860.00000 8600.00| CASING , JACKING AND BORING, 600 mm | | | 0092 732-04751 10.000 EACH| 3007.03000 30070.30| 4150.00000 41500.00| WATER SERVICE FLOW STOP, 150 mm | | | 0093 732-04751 2.000 EACH| 3738.23000 7476.46| 6100.00000 12200.00| WATER SERVICE FLOW STOP, 200 mm | | | 0094 732-04751 2.000 EACH| 8463.23000 16926.46| 11600.00000 23200.00| WATER SERVICE FLOW STOP, 350 mm | | | 0095 732-04751 6.000 EACH| 322.83000 1936.98| 925.00000 5550.00| WATER SERVICE TRANSITION FITTINGS, 150 | | | mm | | | 0096 732-04751 2.000 EACH| 325.36000 650.72| 900.00000 1800.00| WATER SERVICE TRANSITION FITTINGS, 200 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 135 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,485,550.70 ROUTE : SR 13 CALL ORDER : 135 CONTRACT ID : R -23733-A COUNTIES : MADISON LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1212938 | |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 732-04751 1.000 EACH| 582.15000 582.15| 4300.00000 4300.00| WATER SERVICE TRANSITION FITTINGS, 350 | | | mm | | | 0098 732-04926 20.000 EACH| 887.02000 17740.40| 500.00000 10000.00| VALVE AND BOX, 150 mm | | | 0099 732-04926 1.000 EACH| 1109.41000 1109.41| 725.00000 725.00| VALVE AND BOX, 200 mm | | | 0100 732-04926 1.000 EACH| 1629.32000 1629.32| 1025.00000 1025.00| VALVE AND BOX, 250 mm | | | 0101 732-04926 1.000 EACH| 1978.46000 1978.46| 1250.00000 1250.00| VALVE AND BOX, 300 mm | | | 0102 732-04926 1.000 EACH| 2422.48000 2422.48| 1850.00000 1850.00| VALVE AND BOX, 350 mm | | | 0103 732-04964 474.000 m | 63.14000 29928.36| 108.00000 51192.00| WATER MAIN , DUCTILE IRON, 150 mm | | | 0104 732-04964 18.000 m | 94.50000 1701.00| 155.00000 2790.00| WATER MAIN , DUCTILE IRON, 200 mm | | | 0105 732-04964 1030.000 m | 86.26000 88847.80| 136.00000 140080.00| WATER MAIN , DUCTILE IRON, 250 mm | | | 0106 732-04964 432.000 m | 104.71000 45234.72| 186.00000 80352.00| WATER MAIN , DUCTILE IRON, 300 mm | | | 0107 732-04964 23.000 m | 128.11000 2946.53| 190.00000 4370.00| WATER MAIN , DUCTILE IRON, 350 mm | | | 0108 732-04994 24.000 EACH| 706.38000 16953.12| 550.00000 13200.00| METER , WATER, REPLACEMENT | | | 0109 801-04308 35.000 EACH| 231.00000 8085.00| 240.00000 8400.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0111 801-06606 91.000 EACH| 99.75000 9077.25| 100.00000 9100.00| BARRICADE, IIIB | | | 0112 801-06625 17.000 EACH| 99.75000 1695.75| 100.00000 1700.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0113 801-06640 62.000 EACH| 84.00000 5208.00| 90.00000 5580.00| CONSTRUCTION SIGN, A | | | 0114 801-06645 20.000 EACH| 36.75000 735.00| 38.00000 760.00| CONSTRUCTION SIGN, B | | | 0115 801-06775 LUMP| 96316.30000 96316.30| 75000.00000 75000.00| MAINTAINING TRAFFIC | | | 0116 802-02293 53.500 m3 | 462.09000 24721.82| 350.00000 18725.00| CONCRETE, SIGN FOUNDATION | | | 0117 802-76025 1.125 m2 | 203.84000 229.32| 200.00000 225.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 135 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,485,550.70 ROUTE : SR 13 CALL ORDER : 135 CONTRACT ID : R -23733-A COUNTIES : MADISON LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1212938 | |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0118 802-76035 38.475 m2 | 213.43000 8211.72| 190.00000 7310.25| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0119 803-02310 4475.000 kg | 1.49000 6667.75| 1.95000 8726.25| REINFORCING STEEL, SIGN FOUNDATION | | | 0120 803-76135 10.000 EACH| 3547.88000 35478.80| 3500.00000 35000.00| OVERHEAD SIGN STRUCTURE, CANTILEVER | | | SINGLE ARM | | | 0121 805-01815 4.000 EACH| 1273.83000 5095.32| 1550.00000 6200.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0122 805-01842 4.000 EACH| 522.04000 2088.16| 650.00000 2600.00| HANDHOLE, SIGNAL | | | 0123 805-01843 11.000 EACH| 201.73000 2219.03| 250.00000 2750.00| SIGNAL HANDHOLE ADJUST TO GRADE | | | 0124 805-02069 2.000 EACH| 2129.47000 4258.94| 2300.00000 4600.00| SIGNAL CANTILEVER STRUCTURE, 7.6 m | | | 0125 805-02075 4.000 EACH| 1508.79000 6035.16| 1700.00000 6800.00| SIGNAL CANTILEVER STRUCTURE, 4.6 m ARM | | | 0126 805-02076 4.000 EACH| 1827.57000 7310.28| 1950.00000 7800.00| SIGNAL CANTILEVER STRUCTURE, 6.1 m ARM | | | 0127 805-02087 LUMP| 559.10000 559.10| 330.00000 330.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT , LOCATION NO. 1 | | | 0128 805-02087 LUMP| 559.10000 559.10| 330.00000 330.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT , LOCATION NO. 2 | | | 0129 805-02087 LUMP| 559.10000 559.10| 330.00000 330.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT , LOCATION NO. 3 | | | 0130 805-02087 LUMP| 559.10000 559.10| 330.00000 330.00| TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT , LOCATION NO. 4 | | | 0131 805-02352 5727.000 m | 10.94000 62653.38| 10.50000 60133.50| WIRE, XHHW, NO. 4 CU, IN PLASTIC DUCT, | | | 1C 4GA. | | | 0132 805-02426 412.000 m | 23.36000 9624.32| 19.00000 7828.00| WIRE, THW, NO. 4 CU, IN PLASTIC DUCT, | | | IN CONDUIT, 4 1C | | | 0133 805-04808 6.000 EACH| 131.97000 791.82| 140.00000 840.00| PEDESTRIAN SIGNAL , REMOVE AND RELOCATE | | | 0134 805-04808 8.000 EACH| 100.78000 806.24| 140.00000 1120.00| PEDESTRIAN SIGNAL , REMOVE AND RELOCATE\| | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 135 -19 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,485,550.70 ROUTE : SR 13 CALL ORDER : 135 CONTRACT ID : R -23733-A COUNTIES : MADISON LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1212938 | |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0135 805-04808 6.000 EACH| 131.97000 791.82| 140.00000 840.00| PEDESTRIAN SIGNAL REMOVE AND RELOCATE | | | 0136 805-06592 833.000 m | 31.12000 25922.96| 34.00000 28322.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0137 805-78069 2.000 EACH| 6990.67000 13981.34| 6200.00000 12400.00| CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 4 PHASE | | | 0138 805-78100 1.000 EACH| 7503.49000 7503.49| 6700.00000 6700.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0139 805-78205 28.000 EACH| 379.41000 10623.48| 400.00000 11200.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0140 805-78415 4.000 EACH| 1402.62000 5610.48| 1300.00000 5200.00| SPAN, CATENARY, AND TETHER | | | 0141 805-78420 4.000 EACH| 200.90000 803.60| 210.00000 840.00| DISCONNECT HANGER | | | 0142 805-78445 2.000 EACH| 355.46000 710.92| 430.00000 860.00| SIGNAL SERVICE | | | 0143 805-78467 119.000 m | 4.35000 517.65| 5.75000 684.25| SIGNAL CABLE, 3C 8GA. | | | 0144 805-78470 56.400 m | 2.37000 133.67| 1.70000 95.88| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0145 805-78480 90.000 m | 2.73000 245.70| 2.70000 243.00| SIGNAL CABLE, 3C 14GA. | | | 0146 805-78485 737.000 m | 2.85000 2100.45| 3.70000 2726.90| SIGNAL CABLE, 5C 14GA. | | | 0147 805-78490 614.000 m | 3.31000 2032.34| 3.70000 2271.80| SIGNAL CABLE, 7C 14GA. | | | 0148 805-78492 178.000 m | 8.47000 1507.66| 3.70000 658.60| SIGNAL CABLE, INTERCONNECT, 7C 14GA. | | | 0149 805-78510 814.000 m | 2.50000 2035.00| 2.50000 2035.00| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0150 805-78785 3.000 EACH| 377.66000 1132.98| 500.00000 1500.00| SIGNAL DETECTOR HOUSING | | | 0151 805-78795 17.200 m | 27.30000 469.56| 32.00000 550.40| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0152 805-78910 10.000 EACH| 961.86000 9618.60| 700.00000 7000.00| SIGNAL MAST ARM FOUNDATION, 760 mm X | | | 760 mm X 1850 mm | | | 0153 805-78925 1.000 EACH| 576.75000 576.75| 750.00000 750.00| CONTROLLER CABINET FOUNDATION, P1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 135 -20 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,485,550.70 ROUTE : SR 13 CALL ORDER : 135 CONTRACT ID : R -23733-A COUNTIES : MADISON LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1212938 | |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0154 805-78930 2.000 EACH| 552.71000 1105.42| 600.00000 1200.00| CONTROLLER CABINET FOUNDATION, M | | | 0155 805-81032 4.000 EACH| 2352.71000 9410.84| 2800.00000 11200.00| SIGNAL STRAIN POLE, STEEL, 9.2m | | | 0156 805-86805 9.000 EACH| 1376.88000 12391.92| 1500.00000 13500.00| SERVICE POINT, I | | | 0157 805-86889 2286.000 m | 0.74000 1691.64| 1.40000 3200.40| POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0158 805-86920 404.000 EACH| 14.43000 5829.72| 11.00000 4444.00| MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0159 805-86930 317.000 EACH| 13.16000 4171.72| 9.25000 2932.25| INSULATING LINK, NOT WATERPROOFED | | | 0160 805-86955 63.000 EACH| 100.41000 6325.83| 55.00000 3465.00| CABLE DUCT MARKER | | | 0161 805-92504 3.000 EACH| 208.79000 626.37| 275.00000 825.00| LOOP DETECTOR DELAY AMPLIFIER, 2 CHANNEL| | | 0162 807-02820 126.000 EACH| 1769.47000 222953.22| 1500.00000 189000.00| LIGHT POLE BASE, CAST IRON, ORNAMENTAL | | | 0163 807-03950 176.000 EACH| 565.10000 99457.60| 650.00000 114400.00| LUMINAIRE, ORNAMENTAL | | | 0164 807-04113 151.000 EACH| 380.35000 57432.85| 380.00000 57380.00| CONCRETE FOUNDATION WITH GROUNDING, 500 | | | mm DIA. X 1200 mm | | | 0165 807-04654 25.000 EACH| 2066.39000 51659.75| 2250.00000 56250.00| LIGHT POLE BASE FOR TWIN LUMINAIRE, | | | CAST IRON, ORNA MENTAL | | | 0166 807-78590 4.000 EACH| 546.03000 2184.12| 600.00000 2400.00| HANDHOLE | | | 0167 807-86910 151.000 EACH| 30.48000 4602.48| 26.00000 3926.00| CONNECTOR KIT, UNFUSED | | | 0168 807-86915 151.000 EACH| 31.64000 4777.64| 26.00000 3926.00| CONNECTOR KIT, FUSED | | | 0169 808-04298 4.000 EACH| 393.75000 1575.00| 275.00000 1100.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (R X R) | | | 0170 808-06703 5889.000 m | 1.00000 5889.00| 0.80000 4711.20| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0171 808-75240 532.000 m | 1.05000 558.60| 0.80000 425.60| LINE, THERMOPLASTIC, BROKEN, YELLOW, | | | 100mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 135 -21 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 4,485,550.70 ROUTE : SR 13 CALL ORDER : 135 CONTRACT ID : R -23733-A COUNTIES : MADISON LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0999231 |(5) 35-1212938 | |HUNT PAVING COMPANY, INC. |ATLAS EXCAVATING, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0172 808-75245 5607.000 m | 1.00000 5607.00| 0.80000 4485.60| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0173 808-75290 28.000 m | 9.45000 264.60| 8.80000 246.40| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, YELLOW, CROSSHATCH LINE, 600 mm | | | 0174 808-75297 254.000 m | 9.19000 2334.26| 8.80000 2235.20| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0175 808-75300 852.000 m | 1.50000 1278.00| 2.30000 1959.60| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 150mm | | | 0176 808-75320 38.000 EACH| 45.15000 1715.70| 47.00000 1786.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0177 808-75325 36.000 EACH| 57.75000 2079.00| 70.00000 2520.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0178 808-75998 163.000 EACH| 31.50000 5134.50| 23.00000 3749.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0179 808-97664 1.000 EACH| 210.00000 210.00| 220.00000 220.00| PAVEMENT MESSAGE MARKINGS THERMOPLASTIC,| | | HANDICAP SYMBOL | | | 0180 807-06796 4.000 EACH| 3.56000 14.24| 300.00000 1200.00| ELECTRIC RECEPTACLE, WEATHERPROOF | | | 0181 715-05576 20.400 m | 1187.84000 24231.94| 935.00000 19074.00| PIPE, 900 mm , JACKED, STEEL 13 mm | | | SECTION TOTALS | $ 4,870,959.34| $ 4,982,469.83| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,870,959.34| $ 4,982,469.83| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 139 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 295,984.16 ROUTE : SR 238 CALL ORDER : 139 CONTRACT ID : R -23735-A COUNTIES : HAMILTON LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 08/18/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 3229(003) SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1609544 SCHUTT-LOOKABILL CO $ 243,870.09 100.0000% 2 35-1817574 YARDBERRY LANDSCAPE $ 259,184.80 106.2798% 3 35-1139301 E & B PAVING, INC. $ 270,915.86 111.0902% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 306,983.88 125.8800% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 404,128.36 165.7146% ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1817574 |(3) 35-1139301 |SCHUTT-LOOKABILL CO |YARDBERRY LANDSCAPE |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGHT DISTANCE CORRECTION | | | 0001 105-01925 6.000 MOS | 991.71000 5950.26| 1200.00000 7200.00| 2160.00000 12960.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 9657.05000 9657.05| 10000.00000 10000.00| 8950.00000 8950.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 12176.12000 12176.12| 11000.00000 11000.00| 13500.00000 13500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 4877.39000 4877.39| 15000.00000 15000.00| 20000.00000 20000.00 CLEARING RIGHT OF WAY | | | 0005 202-03000 LUMP| 4945.01000 4945.01| 5000.00000 5000.00| 9100.00000 9100.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 | | | 0006 203-02000 1833.844 m3 | 10.26000 18815.24| 10.00000 18338.44| 20.25000 37135.34 EXCAVATION, COMMON | | | 0007 203-02045 1306.620 m3 | 4.02000 5252.61| 12.00000 15679.44| 2.50000 3266.55 EXCAVATION FOR SUBGRADE TREATMENT | | | 0008 205-02224 221.000 m | 6.20000 1370.20| 6.00000 1326.00| 5.75000 1270.75 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02229 156.000 m | 8.85000 1380.60| 20.00000 3120.00| 8.20000 1279.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 205-02234 3.000 EACH| 80.93000 242.79| 60.00000 180.00| 75.00000 225.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0012 303-52308 1060.000 Mg | 21.14000 22408.40| 21.00000 22260.00| 17.50000 18550.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 139 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 295,984.16 ROUTE : SR 238 CALL ORDER : 139 CONTRACT ID : R -23735-A COUNTIES : HAMILTON LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1817574 |(3) 35-1139301 |SCHUTT-LOOKABILL CO |YARDBERRY LANDSCAPE |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 401-06264 LUMP| 1780.35000 1780.35| 7000.00000 7000.00| 1650.00000 1650.00 PROFILOGRAPH, HMA | | | 0014 402-05468 590.100 Mg | 37.77000 22288.08| 45.00000 26554.50| 35.00000 20653.50 HMA BASE 25.0 mm, MAINLINE | | | 0015 402-05470 291.000 Mg | 36.69000 10676.79| 45.00000 13095.00| 34.00000 9894.00 HMA BASE C25.0 mm, MAINLINE | | | 0016 402-05474 228.700 Mg | 50.71000 11597.38| 40.00000 9148.00| 47.00000 10748.90 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 248.700 Mg | 50.71000 12611.58| 48.00000 11937.60| 47.00000 11688.90 HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 96.200 Mg | 37.77000 3633.47| 50.00000 4810.00| 35.00000 3367.00 HMA BASE 25.0 mm, SHOULDER | | | 0019 404-05511 356.400 m2 | 2.97000 1058.51| 2.60000 926.64| 2.75000 980.10 SEAL COAT, 2 | | | 0020 406-05520 1.640 Mg | 161.85000 265.43| 400.00000 656.00| 150.00000 246.00 ASPHALT FOR TACK COAT | | | 0021 615-06490 16.000 EACH| 178.04000 2848.64| 149.00000 2384.00| 165.00000 2640.00 RIGHT OF WAY MARKER | | | 0022 615-06505 1.000 EACH| 609.64000 609.64| 500.00000 500.00| 565.00000 565.00 MONUMENT, B | | | 0023 621-06776 3634.000 m2 | 5.77000 20968.18| 2.70000 9811.80| 5.36000 19478.24 WARRANTED EROSION CONTROL SLOPES | | | 0024 621-06780 1556.400 m2 | 16.02000 24933.53| 4.20000 6536.88| 14.87000 23143.67 WARRANTED EROSION CONTROL SIDE DITCHES | | | 0025 715-05119 77.000 m | 58.05000 4469.85| 75.00000 5775.00| 61.50000 4735.50 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0026 715-05124 25.000 m | 90.67000 2266.75| 125.00000 3125.00| 106.60000 2665.00 PIPE, TYPE 1, CIRCULAR, 675 mm | | | 0027 715-44255 420.000 m | 7.63000 3204.60| 8.00000 3360.00| 8.15000 3423.00 PIPE, GROUP K, 150 mm | | | 0028 715-44275 20.000 m | 36.99000 739.80| 15.00000 300.00| 55.00000 1100.00 PIPE, UNDERDRAIN, NONPERFORATED, 1.32 | | | mm, 150 mm | | | 0029 715-46005 4.000 EACH| 222.20000 888.80| 300.00000 1200.00| 150.00000 600.00 PIPE END SECTION, 375 mm | | | 0030 715-46025 2.000 EACH| 309.43000 618.86| 575.00000 1150.00| 210.00000 420.00 PIPE END SECTION, 675 mm | | | 0031 718-94889 91.980 m3 | 34.47000 3170.55| 40.00000 3679.20| 36.50000 3357.27 AGGREGATE FOR UNDERDRAINS, 8 | | | 0032 718-99153 798.000 m2 | 2.61000 2082.78| 2.50000 1995.00| 1.10000 877.80 GEOTEXTILES FOR UNDERDRAIN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 139 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 295,984.16 ROUTE : SR 238 CALL ORDER : 139 CONTRACT ID : R -23735-A COUNTIES : HAMILTON LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1609544 |(2) 35-1817574 |(3) 35-1139301 |SCHUTT-LOOKABILL CO |YARDBERRY LANDSCAPE |E & B PAVING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 801-06606 4.000 EACH| 67.98000 271.92| 110.00000 440.00| 100.00000 400.00 BARRICADE, IIIB | | | 0034 801-06625 20.000 EACH| 97.11000 1942.20| 55.00000 1100.00| 75.00000 1500.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0035 801-06640 24.000 EACH| 53.95000 1294.80| 55.00000 1320.00| 55.00000 1320.00 CONSTRUCTION SIGN, A | | | 0036 801-06775 LUMP| 10485.97000 10485.97| 3000.00000 3000.00| 4000.00000 4000.00 MAINTAINING TRAFFIC | | | 0037 802-76025 4.330 m2 | 164.12000 710.64| 170.00000 736.10| 305.00000 1320.65 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0038 802-76055 21.600 m | 17.26000 372.82| 18.00000 388.80| 50.00000 1080.00 SIGN POST, A | | | 0039 804-06770 2.000 EACH| 25.90000 51.80| 28.00000 56.00| 16.00000 32.00 DELINEATOR POST | | | 0040 808-06713 760.000 m | 0.36000 273.60| 0.55000 418.00| 0.33000 250.80 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0041 808-06714 598.000 m | 0.36000 215.28| 0.55000 328.90| 0.33000 197.34 LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0042 808-75297 24.000 m | 10.41000 249.84| 16.50000 396.00| 9.65000 231.60 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0043 213-52830 186.350 m3 | 54.80000 10211.98| 150.00000 27952.50| 65.00000 12112.75 FLOWABLE MORTAR | | | SECTION TOTALS | $ 243,870.09| $ 259,184.80| $ 270,915.86 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 243,870.09| $ 259,184.80| $ 270,915.86 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 139 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 295,984.16 ROUTE : SR 238 CALL ORDER : 139 CONTRACT ID : R -23735-A COUNTIES : HAMILTON LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SIGHT DISTANCE CORRECTION | | | 0001 105-01925 6.000 MOS | 2100.00000 12600.00| 3704.48000 22226.88| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 9400.00000 9400.00| 9420.77000 9420.77| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 12000.00000 12000.00| 19800.00000 19800.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 17000.00000 17000.00| 15439.06000 15439.06| CLEARING RIGHT OF WAY | | | 0005 202-03000 LUMP| 10500.00000 10500.00| 10526.00000 10526.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 1 | | | 0006 203-02000 1833.844 m3 | 28.00000 51347.63| 46.42000 85127.04| EXCAVATION, COMMON | | | 0007 203-02045 1306.620 m3 | 10.00000 13066.20| 15.65000 20448.60| EXCAVATION FOR SUBGRADE TREATMENT | | | 0008 205-02224 221.000 m | 6.30000 1392.30| 6.05000 1337.05| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02229 156.000 m | 9.00000 1404.00| 8.63000 1346.28| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 205-02234 3.000 EACH| 82.00000 246.00| 78.95000 236.85| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0012 303-52308 1060.000 Mg | 17.00000 18020.00| 22.66000 24019.60| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 401-06264 LUMP| 700.00000 700.00| 905.83000 905.83| PROFILOGRAPH, HMA | | | 0014 402-05468 590.100 Mg | 39.20000 23131.92| 53.09000 31328.41| HMA BASE 25.0 mm, MAINLINE | | | 0015 402-05470 291.000 Mg | 39.00000 11349.00| 50.22000 14614.02| HMA BASE C25.0 mm, MAINLINE | | | 0016 402-05474 228.700 Mg | 42.00000 9605.40| 59.43000 13591.64| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0017 402-05477 248.700 Mg | 45.00000 11191.50| 66.55000 16550.99| HMA SURFACE 9.5 mm, MAINLINE | | | 0018 402-05481 96.200 Mg | 49.00000 4713.80| 70.88000 6818.66| HMA BASE 25.0 mm, SHOULDER | | | 0019 404-05511 356.400 m2 | 7.00000 2494.80| 7.94000 2829.82| SEAL COAT, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 139 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 295,984.16 ROUTE : SR 238 CALL ORDER : 139 CONTRACT ID : R -23735-A COUNTIES : HAMILTON LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 406-05520 1.640 Mg | 1200.00000 1968.00| 257.34000 422.04| ASPHALT FOR TACK COAT | | | 0021 615-06490 16.000 EACH| 180.00000 2880.00| 173.68000 2778.88| RIGHT OF WAY MARKER | | | 0022 615-06505 1.000 EACH| 600.00000 600.00| 594.72000 594.72| MONUMENT, B | | | 0023 621-06776 3634.000 m2 | 5.50000 19987.00| 5.63000 20459.42| WARRANTED EROSION CONTROL SLOPES | | | 0024 621-06780 1556.400 m2 | 16.00000 24902.40| 15.63000 24326.53| WARRANTED EROSION CONTROL SIDE DITCHES | | | 0025 715-05119 77.000 m | 66.00000 5082.00| 102.56000 7897.12| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0026 715-05124 25.000 m | 100.00000 2500.00| 158.26000 3956.50| PIPE, TYPE 1, CIRCULAR, 675 mm | | | 0027 715-44255 420.000 m | 5.80000 2436.00| 2.88000 1209.60| PIPE, GROUP K, 150 mm | | | 0028 715-44275 20.000 m | 94.00000 1880.00| 11.55000 231.00| PIPE, UNDERDRAIN, NONPERFORATED, 1.32 | | | mm, 150 mm | | | 0029 715-46005 4.000 EACH| 260.00000 1040.00| 483.96000 1935.84| PIPE END SECTION, 375 mm | | | 0030 715-46025 2.000 EACH| 500.00000 1000.00| 446.15000 892.30| PIPE END SECTION, 675 mm | | | 0031 718-94889 91.980 m3 | 46.00000 4231.08| 26.96000 2479.78| AGGREGATE FOR UNDERDRAINS, 8 | | | 0032 718-99153 798.000 m2 | 5.00000 3990.00| 1.32000 1053.36| GEOTEXTILES FOR UNDERDRAIN | | | 0033 801-06606 4.000 EACH| 105.00000 420.00| 105.26000 421.04| BARRICADE, IIIB | | | 0034 801-06625 20.000 EACH| 52.00000 1040.00| 52.63000 1052.60| DETOUR ROUTE MARKER ASSEMBLY | | | 0035 801-06640 24.000 EACH| 52.00000 1248.00| 52.63000 1263.12| CONSTRUCTION SIGN, A | | | 0036 801-06775 LUMP| 1300.00000 1300.00| 16086.84000 16086.84| MAINTAINING TRAFFIC | | | 0037 802-76025 4.330 m2 | 160.00000 692.80| 160.10000 693.23| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0038 802-76055 21.600 m | 17.00000 367.20| 16.84000 363.74| SIGN POST, A | | | 0039 804-06770 2.000 EACH| 25.00000 50.00| 25.26000 50.52| DELINEATOR POST | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 139 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 295,984.16 ROUTE : SR 238 CALL ORDER : 139 CONTRACT ID : R -23735-A COUNTIES : HAMILTON LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1917625 | |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 808-06713 760.000 m | 0.55000 418.00| 0.53000 402.80| LINE, PAINT, SOLID, WHITE, 100 mm | | | 0041 808-06714 598.000 m | 0.55000 328.90| 0.53000 316.94| LINE, PAINT, SOLID, YELLOW, 100 mm | | | 0042 808-75297 24.000 m | 16.00000 384.00| 15.79000 378.96| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0043 213-52830 186.350 m3 | 97.00000 18075.95| 98.17000 18293.98| FLOWABLE MORTAR | | | SECTION TOTALS | $ 306,983.88| $ 404,128.36| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 306,983.88| $ 404,128.36| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 145 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,423,681.94 ROUTE : CALL ORDER : 145 CONTRACT ID : R -23904-A COUNTIES : VANDERBURGH LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 110 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : E300006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 2,496,042.00 100.0000% 2 35-0626844 RUDOLPH, J.H. & CO $ 2,553,179.20 102.2891% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0626844 | |E & B PAVING, INC. |RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 PAVEMENT WIDENING AND ASPHALT RESURFACE | | | 0001 105-01925 10.000 MOS | 2125.00000 21250.00| 995.00000 9950.00| FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 35000.00000 35000.00| 100000.00000 100000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 105000.00000 105000.00| 127000.00000 127000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 80000.00000 80000.00| 175000.00000 175000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 10535.000 SYS | 5.00000 52675.00| 1.00000 10535.00| PAVEMENT, REMOVE | | | 0006 202-60820 21470.000 SYS | 1.09000 23402.30| 0.90000 19323.00| SURFACE MILLING, ASPHALT | | | 0007 203-02000 315.000 CYS | 20.00000 6300.00| 13.50000 4252.50| EXCAVATION, COMMON | | | 0008 205-02237 94.000 EACH| 60.00000 5640.00| 62.00000 5828.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0009 211-02060 1000.000 CYS | 18.00000 18000.00| 23.00000 23000.00| B BORROW FOR STRUCTURE BACKFILL | | | 0010 303-04075 171.000 TON | 35.00000 5985.00| 23.00000 3933.00| COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0011 303-52308 6155.000 TON | 15.00000 92325.00| 17.00000 104635.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0012 303-98755 480.000 TON | 20.00000 9600.00| 15.00000 7200.00| COMPACTED AGGREGATE FOR PIPE BEDDING, 53| | | 0013 305-05204 930.000 TON | 82.00000 76260.00| 60.00000 55800.00| HMA FOR PATCHING | | | 0014 401-05437 7885.000 TON | 38.00000 299630.00| 37.00000 291745.00| QC/QA HMA BASE 25.0 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 145 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,423,681.94 ROUTE : CALL ORDER : 145 CONTRACT ID : R -23904-A COUNTIES : VANDERBURGH LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0626844 | |E & B PAVING, INC. |RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 401-05455 6885.000 TON | 35.00000 240975.00| 34.50000 237532.50| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0016 401-05456 3070.000 TON | 48.00000 147360.00| 43.00000 132010.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0017 402-05495 420.000 TON | 55.00000 23100.00| 36.40000 15288.00| HMA WEDGE AND LEVEL | | | 0018 406-05520 9.700 TON | 200.00000 1940.00| 329.12000 3192.46| ASPHALT FOR TACK COAT | | | 0019 604-06069 1017.000 SYS | 33.00000 33561.00| 22.00000 22374.00| CURB RAMP, CONCRETE | | | 0020 604-44251 14.000 CYS | 285.00000 3990.00| 550.00000 7700.00| STEPS, CONCRETE | | | 0021 604-91404 7020.000 SYS | 32.50000 228150.00| 22.00000 154440.00| SIDEWALK, CONCRETE, 5 IN. | | | 0022 605-06120 1955.000 LFT | 9.40000 18377.00| 14.00000 27370.00| CURB, CONCRETE | | | 0023 605-06255 140.000 SYS | 35.27000 4937.80| 70.00000 9800.00| CENTER CURB, D, CONCRETE | | | 0024 605-52807 8685.000 LFT | 8.75000 75993.75| 14.00000 121590.00| CURB AND GUTTER, COMBINED | | | 0025 605-96305 335.000 LFT | 10.69000 3581.15| 14.00000 4690.00| CURB AND GUTTER, CONCRETE, DEPRESSED | | | 0026 611-02375 3750.000 SYS | 31.00000 116250.00| 35.00000 131250.00| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 7 IN. | | | 0027 616-02320 16820.000 SYS | 1.25000 21025.00| 1.15000 19343.00| GEOTEXTILES | | | 0028 621-06567 15.000 MG | 1.00000 15.00| 1.00000 15.00| WATER | | | 0029 621-06575 2535.000 SYS | 3.15000 7985.25| 3.25000 8238.75| SODDING, NURSERY | | | 0030 715-01459 2525.000 LFT | 33.00000 83325.00| 25.00000 63125.00| PIPE, REINFORCED CONCRETE, III, 12 IN. ,| | | D.01=1350 | | | 0031 715-41050 1300.000 LFT | 38.00000 49400.00| 32.00000 41600.00| PIPE, REINFORCED CONCRETE, III, 15 IN. ,| | | D.01=1350 | | | 0032 715-93912 550.000 LFT | 55.00000 30250.00| 24.00000 13200.00| WATER MAIN, 6 IN. | | | 0033 715-94530 40.000 EACH| 250.00000 10000.00| 150.00000 6000.00| ADJUST WATER VALVE TO GRADE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 145 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,423,681.94 ROUTE : CALL ORDER : 145 CONTRACT ID : R -23904-A COUNTIES : VANDERBURGH LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0626844 | |E & B PAVING, INC. |RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 720-44000 45.000 EACH| 475.00000 21375.00| 200.00000 9000.00| CASTING, ADJUST TO GRADE | | | 0035 720-45045 12.000 EACH| 1900.00000 22800.00| 2000.00000 24000.00| INLET, J10 | | | 0036 720-45055 23.000 EACH| 1900.00000 43700.00| 2000.00000 46000.00| INLET, M10 | | | 0037 720-45075 7.000 EACH| 1900.00000 13300.00| 2000.00000 14000.00| INLET, R13 | | | 0038 720-45080 1.000 EACH| 1750.00000 1750.00| 1900.00000 1900.00| INLET, S14 | | | 0039 720-45410 2.000 EACH| 1800.00000 3600.00| 1800.00000 3600.00| MANHOLE, C4 | | | 0040 720-45415 2.000 EACH| 3500.00000 7000.00| 2700.00000 5400.00| MANHOLE, D4 | | | 0041 720-97008 17.000 EACH| 1400.00000 23800.00| 1650.00000 28050.00| FIRE HYDRANT ASSEMBLY, RELOCATE | | | 0042 720-98013 51.000 EACH| 1750.00000 89250.00| 2000.00000 102000.00| INLET, M | | | 0043 732-02874 68.000 EACH| 300.00000 20400.00| 270.00000 18360.00| CURB STOP AND BOX , RELOCATE | | | 0044 732-90573 2970.000 LFT | 20.00000 59400.00| 9.30000 27621.00| WATER SERVICE LINE, 0.75 IN OR 1" | | | 0045 732-90578 80.000 EACH| 400.00000 32000.00| 570.00000 45600.00| WATER METER, RELOCATE | | | 0046 732-94840 20.000 EACH| 175.00000 3500.00| 105.00000 2100.00| CASTING, ADJUST TO GRADE, WATER VALVE , | | | WATER METER | | | 0047 801-06606 20.000 EACH| 225.00000 4500.00| 232.00000 4640.00| BARRICADE, IIIB | | | 0048 801-06640 48.000 EACH| 135.00000 6480.00| 139.00000 6672.00| CONSTRUCTION SIGN, A | | | 0049 801-06645 9.000 EACH| 40.00000 360.00| 41.00000 369.00| CONSTRUCTION SIGN, B | | | 0050 801-06710 600.000 DAY | 18.00000 10800.00| 18.50000 11100.00| FLASHING ARROW SIGN | | | 0051 801-06775 LUMP| 57000.00000 57000.00| 100000.00000 100000.00| MAINTAINING TRAFFIC | | | 0052 802-76020 55.000 SFT | 12.50000 687.50| 12.88000 708.40| SIGN, SHEET, ENCLOSED LENS WITH LEGEND, | | | 0.080 IN. THICKNESS | | | 0053 802-76025 211.000 SFT | 13.40000 2827.40| 13.80000 2911.80| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 145 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,423,681.94 ROUTE : CALL ORDER : 145 CONTRACT ID : R -23904-A COUNTIES : VANDERBURGH LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0626844 | |E & B PAVING, INC. |RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 802-76035 12.000 SFT | 14.00000 168.00| 14.42000 173.04| SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0055 802-76055 1048.000 LFT | 4.00000 4192.00| 4.12000 4317.76| SIGN POST, A | | | 0058 805-02077 2.000 EACH| 2575.00000 5150.00| 2652.25000 5304.50| SIGNAL CANTILEVER STRUCTURE, 40 FT. ARM | | | 0059 805-06592 4167.000 LFT | 10.00000 41670.00| 10.30000 42920.10| CONDUIT, STEEL, GALVANIZED, 2 IN. | | | 0060 805-78100 2.000 EACH| 8370.00000 16740.00| 8621.10000 17242.20| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0061 805-78205 16.000 EACH| 437.50000 7000.00| 450.63000 7210.08| TRAFFIC SIGNAL HEAD, 3 FACE, 12 IN. RED,| | | AMBER, GREEN | | | 0062 805-78350 16.000 EACH| 312.00000 4992.00| 321.36000 5141.76| PEDESTRIAN SIGNAL HEAD, 9 IN. | | | 0063 805-78370 8.000 EACH| 100.00000 800.00| 103.00000 824.00| PEDESTRIAN PUSH BUTTON | | | 0064 805-78445 2.000 EACH| 400.00000 800.00| 412.00000 824.00| SIGNAL SERVICE | | | 0065 805-78467 75.000 LFT | 1.50000 112.50| 1.55000 116.25| SIGNAL CABLE, 3C 8GA. | | | 0066 805-78470 4202.000 LFT | 0.25000 1050.50| 0.26000 1092.52| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0067 805-78480 1035.000 LFT | 0.65000 672.75| 0.67000 693.45| SIGNAL CABLE, 3C 14GA. | | | 0068 805-78485 1035.000 LFT | 0.90000 931.50| 0.93000 962.55| SIGNAL CABLE, 5C 14GA. | | | 0069 805-78490 1435.000 LFT | 1.00000 1435.00| 1.03000 1478.05| SIGNAL CABLE, 7C 14GA. | | | 0070 805-78510 3522.000 LFT | 0.65000 2289.30| 0.67000 2359.74| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0071 805-78784 8.000 EACH| 165.00000 1320.00| 169.95000 1359.60| LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0072 805-78785 18.000 EACH| 450.00000 8100.00| 463.50000 8343.00| SIGNAL DETECTOR HOUSING | | | 0073 805-78795 1301.000 LFT | 8.00000 10408.00| 8.24000 10720.24| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0074 805-78925 2.000 EACH| 600.00000 1200.00| 618.00000 1236.00| CONTROLLER CABINET FOUNDATION, P1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 145 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,423,681.94 ROUTE : CALL ORDER : 145 CONTRACT ID : R -23904-A COUNTIES : VANDERBURGH LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-0626844 | |E & B PAVING, INC. |RUDOLPH, J.H. & CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 805-97114 2075.000 LFT | 1.50000 3112.50| 1.55000 3216.25| CABLE, INTERCONNECT, 6 PAIR 19 | | | 0076 807-78590 11.000 EACH| 600.00000 6600.00| 618.00000 6798.00| HANDHOLE | | | 0077 808-06701 2040.000 LFT | 0.39000 795.60| 0.32000 652.80| LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0078 808-06703 1075.000 LFT | 0.38000 408.50| 0.32000 344.00| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0079 808-75240 565.000 LFT | 0.39000 220.35| 0.32000 180.80| LINE, THERMOPLASTIC, BROKEN, YELLOW, 4 | | | IN. | | | 0080 808-75245 9245.000 LFT | 0.35000 3235.75| 0.32000 2958.40| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0081 808-75297 925.000 LFT | 3.90000 3607.50| 2.73000 2525.25| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0082 808-75300 1195.000 LFT | 0.78000 932.10| 0.67000 800.65| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | CROSSWALK LINE, 6 IN. | | | 0083 808-75320 24.000 EACH| 55.00000 1320.00| 51.50000 1236.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0084 808-75325 11.000 EACH| 65.00000 715.00| 72.00000 792.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0085 808-75340 2.000 EACH| 395.00000 790.00| 310.00000 620.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0086 202-78515 LUMP| 2000.00000 2000.00| 2060.00000 2060.00| TRAFFIC SIGNAL EQUIPMENT, REMOVE | | | 0087 202-93995 8.000 EACH| 400.00000 3200.00| 412.00000 3296.00| SIGNAL POLE FOUNDATION, REMOVE | | | 0088 805-02076 1.000 EACH| 2040.00000 2040.00| 2101.20000 2101.20| SIGNAL CANTILEVER STRUCTURE, 20 FT. ARM | | | 0089 805-02072 1.000 EACH| 2220.00000 2220.00| 2286.60000 2286.60| SIGNAL CANTILEVER STRUCTURE, 30 FT. ARM | | | SECTION TOTALS | $ 2,496,042.00| $ 2,553,179.20| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,496,042.00| $ 2,553,179.20| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 149 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : I-65 CALL ORDER : 149 CONTRACT ID : R -23998-A COUNTIES : JOHNSON MARION LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 11/17/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1990156 EARTH IMAGES, INC. $ 1,120,441.92 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 153 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : US 231 CALL ORDER : 153 CONTRACT ID : R -24072-A COUNTIES : LAKE LETTING DATE : 04/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 09/08/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1035700 BUCKO CONSTRUCTION $ 338,455.90 100.0000% 2 35-1068009 DYER CONSTRUCTION CO $ 370,004.28 109.3212% 3 35-1212938 ATLAS EXCAVATING, INC. $ 393,397.45 116.2330% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 412,271.32 121.8094% 5 35-1582109 KANKAKEE VALLEY CONSTRUCTION $ 540,047.49 159.5621% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 159 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,744,535.89 ROUTE : SR 48 CALL ORDER : 159 CONTRACT ID : R -24291-A COUNTIES : DEARBORN LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/18/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 5015005 5015005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,688,384.04 100.0000% 2 31-0515195 VALLEY ASPHALT CORPORATION $ 1,723,732.75 102.0936% ==================================================================================================================================== |(1) 35-1357381 |(2) 31-0515195 | |O'MARA, DAVE CONTRACTOR |VALLEY ASPHALT CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REPLACEMENT- ASPHALT | | | 0001 105-01925 12.000 MOS | 900.00000 10800.00| 1000.00000 12000.00| FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 45500.00000 45500.00| 41118.18000 41118.18| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 76000.00000 76000.00| 17338.46000 17338.46| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 32500.00000 32500.00| 26942.05000 26942.05| CLEARING RIGHT OF WAY | | | 0005 202-60821 84.000 SYS | 20.00000 1680.00| 11.87000 997.08| SURFACE MILLING, BITUMINOUS | | | 0006 203-02000 19274.000 CYS | 8.00000 154192.00| 7.35000 141663.90| EXCAVATION, COMMON | | | 0007 203-02070 23325.000 CYS | 9.00000 209925.00| 7.62000 177736.50| BORROW | | | 0008 205-02224 2207.000 LFT | 1.50000 3310.50| 1.50000 3310.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0009 205-02229 1208.000 LFT | 2.25000 2718.00| 2.25000 2718.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0010 205-02234 18.000 EACH| 59.00000 1062.00| 55.00000 990.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0011 205-02236 2.000 EACH| 65.00000 130.00| 60.00000 120.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0012 211-02060 134.000 CYS | 15.00000 2010.00| 32.58000 4365.72| B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 159 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,744,535.89 ROUTE : SR 48 CALL ORDER : 159 CONTRACT ID : R -24291-A COUNTIES : DEARBORN LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 31-0515195 | |O'MARA, DAVE CONTRACTOR |VALLEY ASPHALT CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 303-04075 265.000 TON | 14.00000 3710.00| 26.43000 7003.95| COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0014 303-52308 4567.000 TON | 13.00000 59371.00| 18.70000 85402.90| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0015 305-05206 2650.000 TON | 44.00000 116600.00| 50.19000 133003.50| WIDENING WITH HMA | | | 0016 305-60970 2209.000 TON | 14.00000 30926.00| 24.73000 54628.57| WIDENING WITH COMPACTED AGGREGATE | | | 0017 401-05437 11831.000 TON | 31.00000 366761.00| 33.51000 396456.81| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0018 401-05455 3164.000 TON | 34.00000 107576.00| 36.57000 115707.48| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0019 401-05456 1476.000 TON | 42.00000 61992.00| 40.54000 59837.04| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0020 401-06264 LUMP| 7500.00000 7500.00| 1000.00000 1000.00| PROFILOGRAPH, HMA | | | 0021 402-05481 1476.000 TON | 36.00000 53136.00| 36.26000 53519.76| HMA BASE 25.0 mm, SHOULDER | | | 0022 402-05490 445.000 TON | 51.00000 22695.00| 43.31000 19272.95| HMA SURFACE 9.5 mm, SHOULDER | | | 0023 406-05520 17.650 TON | 190.00000 3353.50| 300.00000 5295.00| ASPHALT FOR TACK COAT | | | 0024 605-05523 170.000 LFT | 18.00000 3060.00| 7.95000 1351.50| CURB, HMA | | | 0025 605-06120 165.000 LFT | 17.00000 2805.00| 18.58000 3065.70| CURB, CONCRETE | | | 0026 610-05527 841.000 TON | 54.00000 45414.00| 56.54000 47550.14| HMA FOR APPROACHES | | | 0027 611-06497 7.000 EACH| 185.00000 1295.00| 170.72000 1195.04| MAILBOX ASSEMBLY, SINGLE | | | 0028 611-06498 2.000 EACH| 220.00000 440.00| 214.79000 429.58| MAILBOX ASSEMBLY, DOUBLE | | | 0029 611-96856 73.000 SYS | 48.00000 3504.00| 29.91000 2183.43| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 6 IN. | | | 0030 615-06490 63.000 EACH| 120.00000 7560.00| 112.00000 7056.00| RIGHT OF WAY MARKER | | | 0031 616-02320 1967.000 SYS | 1.00000 1967.00| 1.55000 3048.85| GEOTEXTILES | | | 0032 616-03472 1235.000 TON | 18.00000 22230.00| 22.58000 27886.30| RIPRAP, REVEMENT 18 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 159 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,744,535.89 ROUTE : SR 48 CALL ORDER : 159 CONTRACT ID : R -24291-A COUNTIES : DEARBORN LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 31-0515195 | |O'MARA, DAVE CONTRACTOR |VALLEY ASPHALT CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 621-01004 2.000 EACH| 750.00000 1500.00| 750.00000 1500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06545 3.240 TON | 500.00000 1620.00| 472.00000 1529.28| FERTILIZER | | | 0035 621-06553 1215.000 LBS | 3.50000 4252.50| 3.16000 3839.40| SEED MIXTURE, R | | | 0036 621-06565 16.200 TON | 400.00000 6480.00| 363.00000 5880.60| MULCHING MATERIAL | | | 0037 621-06567 38.000 MG | 2.00000 76.00| 2.00000 76.00| WATER | | | 0038 621-06575 9422.000 SYS | 3.00000 28266.00| 2.75000 25910.50| SODDING, NURSERY | | | 0039 715-03149 226.000 LFT | 25.00000 5650.00| 31.69000 7161.94| PIPE, GROUP D, 15 IN. | | | 0040 715-03153 90.000 LFT | 28.00000 2520.00| 33.41000 3006.90| PIPE, GROUP D, 18 IN. | | | 0041 715-03154 56.000 LFT | 59.00000 3304.00| 59.03000 3305.68| PIPE, GROUP D, 30 IN. | | | 0042 715-04509 110.000 LFT | 25.00000 2750.00| 28.60000 3146.00| TEMPORARY PIPE | | | 0043 715-05601 316.000 LFT | 24.00000 7584.00| 32.04000 10124.64| PIPE, GROUP D, 12 IN. | | | 0044 715-13030 108.000 LFT | 40.00000 4320.00| 54.79000 5917.32| PIPE, GROUP L, 24 IN. | | | 0045 715-15015 70.000 LFT | 25.00000 1750.00| 31.95000 2236.50| PIPE, GROUP P, 15 IN. | | | 0046 715-46000 14.000 EACH| 150.00000 2100.00| 258.21000 3614.94| PIPE END SECTION, 12 IN. | | | 0047 715-46005 8.000 EACH| 175.00000 1400.00| 295.67000 2365.36| PIPE END SECTION, 15 IN. | | | 0048 715-46010 2.000 EACH| 225.00000 450.00| 342.03000 684.06| PIPE END SECTION, 18 IN. | | | 0049 715-46020 11.000 EACH| 300.00000 3300.00| 456.22000 5018.42| PIPE END SECTION, 24 IN. | | | 0050 715-46030 2.000 EACH| 350.00000 700.00| 722.73000 1445.46| PIPE END SECTION, 30 IN. | | | 0051 715-99373 512.000 LFT | 39.00000 19968.00| 48.74000 24954.88| PIPE, GROUP A, 24 IN. | | | 0052 720-45030 1.000 EACH| 1175.00000 1175.00| 1048.23000 1048.23| INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 159 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,744,535.89 ROUTE : SR 48 CALL ORDER : 159 CONTRACT ID : R -24291-A COUNTIES : DEARBORN LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 31-0515195 | |O'MARA, DAVE CONTRACTOR |VALLEY ASPHALT CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 720-45035 1.000 EACH| 1175.00000 1175.00| 1163.03000 1163.03| INLET, F7 | | | 0054 720-45270 1.000 EACH| 650.00000 650.00| 1054.57000 1054.57| PIPE CATCH BASIN, 18 IN. | | | 0055 801-04308 17.000 EACH| 350.00000 5950.00| 75.00000 1275.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0056 801-06203 48400.000 LFT | 0.10000 4840.00| 0.05000 2420.00| TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0057 801-06606 31.000 EACH| 125.00000 3875.00| 70.00000 2170.00| BARRICADE, IIIB | | | 0058 801-06625 47.000 EACH| 59.00000 2773.00| 90.00000 4230.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0059 801-06640 76.000 EACH| 85.00000 6460.00| 75.00000 5700.00| CONSTRUCTION SIGN, A | | | 0060 801-06645 14.000 EACH| 32.00000 448.00| 35.00000 490.00| CONSTRUCTION SIGN, B | | | 0061 801-06710 1080.000 DAY | 15.00000 16200.00| 10.00000 10800.00| FLASHING ARROW SIGN | | | 0062 801-06775 LUMP| 49000.00000 49000.00| 81453.24000 81453.24| MAINTAINING TRAFFIC | | | 0063 802-05701 289.000 LFT | 12.00000 3468.00| 11.00000 3179.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE 2 1/4" x 2 1/4" - 12 GA. | | | 0064 802-05702 158.000 LFT | 7.75000 1224.50| 7.10000 1121.80| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE 2" x 2"- 12 GA. | | | 0065 802-05706 24.500 LFT | 7.00000 171.50| 6.40000 156.80| SIGN POST, SQUARE, 3, UNREINFORCED | | | ANCHOR BASE 2 1/2" X 2 1/2 " | | | 0066 802-76025 190.280 SFT | 25.00000 4757.00| 24.15000 4595.26| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0067 802-76035 30.720 SFT | 32.00000 983.04| 30.75000 944.64| SIGN,SHEET,ENCAPSULATED LENS WITH | | | LEGEND (0.100 IN. THICKNESS) | | | 0068 802-76045 50.250 SFT | 25.00000 1256.25| 24.50000 1231.13| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, O.125 IN. THICKNESS | | | 0069 808-06703 11579.000 LFT | 0.25000 2894.75| 0.30000 3473.70| LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0070 808-75245 11318.000 LFT | 0.25000 2829.50| 0.30000 3395.40| LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 159 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,744,535.89 ROUTE : SR 48 CALL ORDER : 159 CONTRACT ID : R -24291-A COUNTIES : DEARBORN LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1357381 |(2) 31-0515195 | |O'MARA, DAVE CONTRACTOR |VALLEY ASPHALT CORPORATION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 808-75297 54.000 LFT | 3.50000 189.00| 2.50000 135.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0072 808-75320 2.000 EACH| 100.00000 200.00| 50.00000 100.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0073 808-75325 1.000 EACH| 135.00000 135.00| 65.00000 65.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0074 808-75996 92.000 EACH| 9.00000 828.00| 4.79000 440.68| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0075 808-75998 92.000 EACH| 34.00000 3128.00| 35.00000 3220.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0076 213-52830 370.000 CYS | 38.00000 14060.00| 64.75000 23957.50| FLOWABLE MORTAR | | | SECTION TOTALS | $ 1,688,384.04| $ 1,723,732.75| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,688,384.04| $ 1,723,732.75| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 165 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : SR 37 CALL ORDER : 165 CONTRACT ID : R -24423-A COUNTIES : MARION LETTING DATE : 04/18/00 10:00 AM DISTRICT : GREENFIELD DISTRICT CONTRACT TIME : 07/08/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1917625 MILESTONE CONTRACTORS, L.P. $ 665,746.64 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 673,434.35 101.1547% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 171 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 595,445.13 ROUTE : 4TH STREET CALL ORDER : 171 CONTRACT ID : R -24438-A COUNTIES : DUBOIS LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 85 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9919011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1878024 RAGLE, INC. $ 575,603.46 100.0000% 2 35-1616373 OXLEY, SAM & COMPANY $ 793,696.88 137.8895% 3 35-1009310 DEIG BROTHERS LUMBER & CONSTR $ 806,790.07 140.1642% 4 35-0626844 RUDOLPH, J.H. & CO $ 832,735.79 144.6717% ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1616373 |(3) 35-1009310 |RAGLE, INC. |OXLEY, SAM & COMPANY |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT- BEAUTIFICATION AND HISTORIC PRESERVATION | | | 0001 105-01925 6.000 MOS | 1000.00000 6000.00| 2030.41000 12182.46| 1850.00000 11100.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 7000.00000 7000.00| 24140.44000 24140.44| 14000.00000 14000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 28500.00000 28500.00| 37500.00000 37500.00| 40000.00000 40000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 11000.00000 11000.00| 23538.19000 23538.19| 25000.00000 25000.00 CLEARING RIGHT OF WAY TREES, AND MISC. | | | LANDSCAPING | | | 0005 202-02278 1094.000 m | 7.00000 7658.00| 6.33000 6925.02| 18.00000 19692.00 CURB, CONCRETE, REMOVE | | | 0006 202-52710 3657.000 m2 | 7.00000 25599.00| 5.95000 21759.15| 23.00000 84111.00 SIDEWALK, CONCRETE, REMOVE | | | 0007 202-96328 20.000 EACH| 100.00000 2000.00| 341.68000 6833.60| 430.00000 8600.00 FOUNDATION, STREET LIGHT, REMOVE | | | 0008 203-02000 150.900 m3 | 20.00000 3018.00| 31.92000 4816.73| 22.00000 3319.80 EXCAVATION, COMMON | | | 0009 211-02060 14.000 m3 | 20.00000 280.00| 61.82000 865.48| 31.00000 434.00 B BORROW FOR STRUCTURE BACKFILL | | | 0010 213-52830 130.600 m3 | 115.00000 15019.00| 102.30000 13360.38| 152.00000 19851.20 FLOWABLE MORTAR | | | 0011 303-52308 311.700 Mg | 20.00000 6234.00| 23.55000 7340.54| 21.00000 6545.70 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0012 304-03768 97.300 m3 | 18.10000 1761.13| 84.71000 8242.28| 17.00000 1654.10 SAND LEVELING COURSE | | | 0013 305-05204 121.100 Mg | 100.00000 12110.00| 190.97000 23126.47| 137.00000 16590.70 HMA FOR PATCHING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 171 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 595,445.13 ROUTE : 4TH STREET CALL ORDER : 171 CONTRACT ID : R -24438-A COUNTIES : DUBOIS LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1616373 |(3) 35-1009310 |RAGLE, INC. |OXLEY, SAM & COMPANY |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0014 402-05477 9.500 Mg | 100.00000 950.00| 207.89000 1974.96| 158.00000 1501.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0015 406-05520 0.210 Mg | 1430.00000 300.30| 6300.00000 1323.00| 680.00000 142.80 ASPHALT FOR TACK COAT | | | 0016 604-03643 3630.500 m2 | 56.10000 203671.05| 71.62000 260016.41| 69.45000 252138.23 BRICK PAVERS | | | 0017 604-06069 29.300 m2 | 60.00000 1758.00| 54.00000 1582.20| 71.00000 2080.30 CURB RAMP, CONCRETE | | | 0018 604-06069 262.500 m2 | 60.00000 15750.00| 82.00000 21525.00| 79.00000 20737.50 CURB RAMP, CONCRETE BRICK | | | 0019 604-91531 409.400 m2 | 35.00000 14329.00| 43.89000 17968.57| 41.00000 16785.40 SIDEWALK, CONCRETE, 100 mm | | | 0020 605-06120 1191.000 m | 46.00000 54786.00| 50.03000 59585.73| 58.00000 69078.00 CURB, CONCRETE | | | 0021 610-06462 1230.400 Mg | 25.00000 30760.00| 25.16000 30956.86| 18.60000 22885.44 COMPACTED AGGREGATE, P, 53 | | | 0022 611-05330 160.300 m2 | 46.00000 7373.80| 108.62000 17411.79| 49.00000 7854.70 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0023 611-95728 163.040 m2 | 52.00000 8478.08| 111.84000 18234.39| 53.00000 8641.12 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0024 616-02320 3770.300 m2 | 2.00000 7540.60| 1.74000 6560.32| 2.60000 9802.78 GEOTEXTILES | | | 0025 621-01004 4.000 EACH| 250.00000 1000.00| 702.00000 2808.00| 675.00000 2700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06567 5.900 kL | 25.00000 147.50| 1.06000 6.25| 1.00000 5.90 WATER | | | 0027 621-06574 328.000 m2 | 2.50000 820.00| 8.76000 2873.28| 4.35000 1426.80 SODDING | | | 0028 622-01937 4.000 EACH| 383.75000 1535.00| 652.70000 2610.80| 645.00000 2580.00 PLANT , ACER PLATANOIDES, COLUMNARE | | | 0029 622-01937 8.000 EACH| 412.50000 3300.00| 652.70000 5221.60| 645.00000 5160.00 PLANT , ACER PLATANOIDES, CRIMSON SENTRY| | | 0030 622-01937 10.000 EACH| 389.50000 3895.00| 588.50000 5885.00| 590.00000 5900.00 PLANT , PYRUS CALLERYANA | | | 0031 622-91534 47.000 EACH| 850.00000 39950.00| 986.49000 46365.03| 922.00000 43334.00 TREE WELL WITH GRATE | | | 0032 622-98724 13.000 EACH| 429.75000 5586.75| 738.30000 9597.90| 730.00000 9490.00 PLANT, GINKGO BILOBA, MALE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 171 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 595,445.13 ROUTE : 4TH STREET CALL ORDER : 171 CONTRACT ID : R -24438-A COUNTIES : DUBOIS LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1878024 |(2) 35-1616373 |(3) 35-1009310 |RAGLE, INC. |OXLEY, SAM & COMPANY |DEIG BROTHERS LUMBER & CONST LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 702-90915 13.500 m3 | 910.00000 12285.00| 765.29000 10331.42| 722.00000 9747.00 CONCRETE, A | | | 0034 703-51030 617.000 kg | 5.25000 3239.25| 4.03000 2486.51| 2.40000 1480.80 REINFORCING STEEL | | | 0035 715-05146 11.400 m | 40.00000 456.00| 136.44000 1555.42| 94.00000 1071.60 PIPE, TYPE 2, CIRCULAR, 150 mm | | | 0036 715-05147 70.000 m | 40.00000 2800.00| 66.28000 4639.60| 137.00000 9590.00 PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0037 720-01894 7.000 EACH| 250.00000 1750.00| 175.30000 1227.10| 225.00000 1575.00 CASTING, FURNISH AND ADJUST TO GRADE | | | R-3262-3 | | | 0038 720-01894 4.000 EACH| 450.00000 1800.00| 487.13000 1948.52| 595.00000 2380.00 CASTING, FURNISH AND ADJUST TO GRADE | | | R-3402-E | | | 0039 720-04682 1.000 EACH| 900.00000 900.00| 1386.92000 1386.92| 2970.00000 2970.00 INLET , X100 | | | 0040 720-44000 1.000 EACH| 250.00000 250.00| 300.00000 300.00| 410.00000 410.00 CASTING, ADJUST TO GRADE | | | 0041 720-45145 1.000 EACH| 1500.00000 1500.00| 1870.63000 1870.63| 2750.00000 2750.00 INLET, J10, MODIFIED | | | 0042 720-45615 1.200 m | 300.00000 360.00| 2735.17000 3282.20| 720.00000 864.00 INLET, RECONSTRUCT STRUCTURE | | | 0043 801-06640 12.000 EACH| 100.00000 1200.00| 105.00000 1260.00| 145.00000 1740.00 CONSTRUCTION SIGN, A | | | 0044 801-06775 LUMP| 10500.00000 10500.00| 42483.24000 42483.24| 25000.00000 25000.00 MAINTAINING TRAFFIC | | | 0045 802-91122 31.000 EACH| 115.00000 3565.00| 272.19000 8437.89| 206.00000 6386.00 SIGN, GROUND MOUNTED, RESET | | | 0046 803-87715 32.000 EACH| 75.00000 2400.00| 177.83000 5690.56| 85.00000 2720.00 GROUND ROD WITH CONNECTOR | | | 0047 805-06595 105.600 m | 42.50000 4488.00| 34.65000 3659.04| 47.00000 4963.20 CONDUIT, PVC, 50 mm | | | SECTION TOTALS | $ 575,603.46| $ 793,696.88| $ 806,790.07 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 575,603.46| $ 793,696.88| $ 806,790.07 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 171 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 595,445.13 ROUTE : 4TH STREET CALL ORDER : 171 CONTRACT ID : R -24438-A COUNTIES : DUBOIS LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 | | |RUDOLPH, J.H. & CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT- BEAUTIFICATION AND HISTORIC PRESERVATION | | | 0001 105-01925 6.000 MOS | 1580.00000 9480.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 20000.00000 20000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 41000.00000 41000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 35000.00000 35000.00| | CLEARING RIGHT OF WAY TREES, AND MISC. | | | LANDSCAPING | | | 0005 202-02278 1094.000 m | 8.60000 9408.40| | CURB, CONCRETE, REMOVE | | | 0006 202-52710 3657.000 m2 | 9.70000 35472.90| | SIDEWALK, CONCRETE, REMOVE | | | 0007 202-96328 20.000 EACH| 78.00000 1560.00| | FOUNDATION, STREET LIGHT, REMOVE | | | 0008 203-02000 150.900 m3 | 42.00000 6337.80| | EXCAVATION, COMMON | | | 0009 211-02060 14.000 m3 | 16.40000 229.60| | B BORROW FOR STRUCTURE BACKFILL | | | 0010 213-52830 130.600 m3 | 125.00000 16325.00| | FLOWABLE MORTAR | | | 0011 303-52308 311.700 Mg | 25.00000 7792.50| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0012 304-03768 97.300 m3 | 270.00000 26271.00| | SAND LEVELING COURSE | | | 0013 305-05204 121.100 Mg | 145.00000 17559.50| | HMA FOR PATCHING | | | 0014 402-05477 9.500 Mg | 225.00000 2137.50| | HMA SURFACE 9.5 mm, MAINLINE | | | 0015 406-05520 0.210 Mg | 500.00000 105.00| | ASPHALT FOR TACK COAT | | | 0016 604-03643 3630.500 m2 | 44.51000 161593.56| | BRICK PAVERS | | | 0017 604-06069 29.300 m2 | 60.00000 1758.00| | CURB RAMP, CONCRETE | | | 0018 604-06069 262.500 m2 | 44.51000 11683.88| | CURB RAMP, CONCRETE BRICK | | | 0019 604-91531 409.400 m2 | 65.00000 26611.00| | SIDEWALK, CONCRETE, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 171 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 595,445.13 ROUTE : 4TH STREET CALL ORDER : 171 CONTRACT ID : R -24438-A COUNTIES : DUBOIS LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 | | |RUDOLPH, J.H. & CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 605-06120 1191.000 m | 75.00000 89325.00| | CURB, CONCRETE | | | 0021 610-06462 1230.400 Mg | 32.00000 39372.80| | COMPACTED AGGREGATE, P, 53 | | | 0022 611-05330 160.300 m2 | 125.00000 20037.50| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0023 611-95728 163.040 m2 | 125.00000 20380.00| | CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 200 mm | | | 0024 616-02320 3770.300 m2 | 1.90000 7163.57| | GEOTEXTILES | | | 0025 621-01004 4.000 EACH| 692.25000 2769.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0026 621-06567 5.900 kL | 1.06500 6.28| | WATER | | | 0027 621-06574 328.000 m2 | 8.20000 2689.60| | SODDING | | | 0028 622-01937 4.000 EACH| 610.00000 2440.00| | PLANT , ACER PLATANOIDES, COLUMNARE | | | 0029 622-01937 8.000 EACH| 610.00000 4880.00| | PLANT , ACER PLATANOIDES, CRIMSON SENTRY| | | 0030 622-01937 10.000 EACH| 550.00000 5500.00| | PLANT , PYRUS CALLERYANA | | | 0031 622-91534 47.000 EACH| 1070.00000 50290.00| | TREE WELL WITH GRATE | | | 0032 622-98724 13.000 EACH| 550.00000 7150.00| | PLANT, GINKGO BILOBA, MALE | | | 0033 702-90915 13.500 m3 | 280.00000 3780.00| | CONCRETE, A | | | 0034 703-51030 617.000 kg | 1.20000 740.40| | REINFORCING STEEL | | | 0035 715-05146 11.400 m | 123.00000 1402.20| | PIPE, TYPE 2, CIRCULAR, 150 mm | | | 0036 715-05147 70.000 m | 86.50000 6055.00| | PIPE, TYPE 2, CIRCULAR, 200 mm | | | 0037 720-01894 7.000 EACH| 118.00000 826.00| | CASTING, FURNISH AND ADJUST TO GRADE | | | R-3262-3 | | | 0038 720-01894 4.000 EACH| 427.00000 1708.00| | CASTING, FURNISH AND ADJUST TO GRADE | | | R-3402-E | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 171 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 595,445.13 ROUTE : 4TH STREET CALL ORDER : 171 CONTRACT ID : R -24438-A COUNTIES : DUBOIS LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0626844 | | |RUDOLPH, J.H. & CO | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 720-04682 1.000 EACH| 1260.00000 1260.00| | INLET , X100 | | | 0040 720-44000 1.000 EACH| 440.00000 440.00| | CASTING, ADJUST TO GRADE | | | 0041 720-45145 1.000 EACH| 1760.00000 1760.00| | INLET, J10, MODIFIED | | | 0042 720-45615 1.200 m | 860.00000 1032.00| | INLET, RECONSTRUCT STRUCTURE | | | 0043 801-06640 12.000 EACH| 106.50000 1278.00| | CONSTRUCTION SIGN, A | | | 0044 801-06775 LUMP| 100000.00000 100000.00| | MAINTAINING TRAFFIC | | | 0045 802-91122 31.000 EACH| 240.00000 7440.00| | SIGN, GROUND MOUNTED, RESET | | | 0046 803-87715 32.000 EACH| 600.00000 19200.00| | GROUND ROD WITH CONNECTOR | | | 0047 805-06595 105.600 m | 33.00000 3484.80| | CONDUIT, PVC, 50 mm | | | SECTION TOTALS | $ 832,735.79| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 832,735.79| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 175 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,424,939.63 ROUTE : STAFFORD ROAD CALL ORDER : 175 CONTRACT ID : R -24440-A COUNTIES : HENDRICKS LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT CONTRACT TIME : 120 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : Q539004 Q539004 1292003 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1315965 FOX CONTRACTORS $ 2,499,953.72 100.0000% 2 35-1139301 E & B PAVING, INC. $ 2,513,417.18 100.5385% 3 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,513,963.21 100.5603% 4 35-0918397 RIETH RILEY CONSTRUCTION $ 2,713,600.00 108.5460% 5 35-1128289 BEATY CONSTRUCTION, INC. $ 2,772,069.06 110.8848% 6 35-1212938 ATLAS EXCAVATING, INC. $ 2,825,637.54 113.0275% ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1139301 |(3) 35-1917625 |FOX CONTRACTORS |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 12.000 MOS | 1200.00000 14400.00| 2150.00000 25800.00| 2346.64000 28159.68 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 25700.00000 25700.00| 25500.00000 25500.00| 39946.17000 39946.17 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 99000.00000 99000.00| 125470.00000 125470.00| 125000.00000 125000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 50000.00000 50000.00 CLEARING RIGHT OF WAY | | | 0005 202-03000 LUMP| 19000.00000 19000.00| 19000.00000 19000.00| 23377.28000 23377.28 HOUSES AND BUILDINGS, REMOVE | | | 0006 202-03135 1.200 m2 | 550.00000 660.00| 550.00000 660.00| 526.30000 631.56 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0007 202-51330 LUMP| 6500.00000 6500.00| 6500.00000 6500.00| 3886.17000 3886.19 PRESENT STRUCTURE, REMOVE | | | 0008 202-60815 35.000 m | 25.00000 875.00| 25.00000 875.00| 21.86000 765.10 CENTER CURB, REMOVE | | | 0009 202-96133 8.000 m | 40.00000 320.00| 40.00000 320.00| 36.97000 295.76 PIPE, REMOVE | | | 0010 203-02000 4393.500 m3 | 11.60000 50964.60| 11.60000 50964.60| 20.84000 91560.54 EXCAVATION, COMMON | | | 0011 203-02070 5593.600 m3 | 14.50000 81107.20| 14.50000 81107.20| 3.64000 20360.70 BORROW | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 175 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,424,939.63 ROUTE : STAFFORD ROAD CALL ORDER : 175 CONTRACT ID : R -24440-A COUNTIES : HENDRICKS LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1139301 |(3) 35-1917625 |FOX CONTRACTORS |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 205-02224 550.000 m | 5.25000 2887.50| 5.10000 2805.00| 5.37000 2953.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02229 46.800 m | 9.50000 444.60| 9.28000 434.30| 9.77000 457.24 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0014 205-02231 73.200 m | 50.00000 3660.00| 50.00000 3660.00| 74.18000 5429.98 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0015 205-02234 2.000 EACH| 61.00000 122.00| 60.00000 120.00| 63.16000 126.32 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0016 205-02236 5.000 EACH| 61.00000 305.00| 60.00000 300.00| 63.16000 315.80 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0017 205-02237 28.000 EACH| 31.00000 868.00| 30.00000 840.00| 31.58000 884.24 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | 0018 206-51220 735.000 m3 | 12.00000 8820.00| 12.00000 8820.00| 9.67000 7107.45 EXCAVATION, WET | | | 0019 211-02060 4422.000 m3 | 18.00000 79596.00| 18.00000 79596.00| 9.09000 40195.98 B BORROW FOR STRUCTURE BACKFILL | | | 0020 215-06458 7235.000 m3 | 7.60000 54986.00| 7.60000 54986.00| 8.97000 64897.95 SUBGRADE, MODIFIED | | | 0021 303-04075 41.700 Mg | 22.65000 944.51| 22.65000 944.51| 15.83000 660.11 COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0022 303-52308 1193.100 Mg | 15.66000 18683.95| 15.66000 18683.95| 13.89000 16572.16 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0023 303-52309 643.000 Mg | 16.80000 10802.40| 16.80000 10802.40| 13.20000 8487.60 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0024 303-98541 13.600 Mg | 29.40000 399.84| 29.40000 399.84| 14.42000 196.11 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0025 305-05206 1925.000 Mg | 46.50000 89512.50| 37.50000 72187.50| 35.48000 68299.00 WIDENING WITH HMA | | | 0026 401-05437 7866.500 Mg | 35.00000 275327.50| 36.00000 283194.00| 34.00000 267461.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0027 401-05454 2983.900 Mg | 39.00000 116372.10| 37.50000 111896.25| 38.00000 113388.20 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0028 401-05456 1356.300 Mg | 56.50000 76630.95| 55.40000 75139.02| 55.00000 74596.50 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0029 401-06264 LUMP| 1850.00000 1850.00| 2000.00000 2000.00| 1800.00000 1800.00 PROFILOGRAPH, HMA | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 175 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,424,939.63 ROUTE : STAFFORD ROAD CALL ORDER : 175 CONTRACT ID : R -24440-A COUNTIES : HENDRICKS LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1139301 |(3) 35-1917625 |FOX CONTRACTORS |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 402-05468 195.000 Mg | 36.00000 7020.00| 46.30000 9028.50| 35.00000 6825.00 HMA BASE 25.0 mm, MAINLINE | | | 0031 402-05470 4897.400 Mg | 31.00000 151819.40| 29.00000 142024.60| 30.00000 146922.00 HMA BASE C25.0 mm, MAINLINE | | | 0032 402-05474 178.000 Mg | 38.00000 6764.00| 37.00000 6586.00| 37.00000 6586.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0033 402-05477 81.000 Mg | 49.00000 3969.00| 57.00000 4617.00| 48.00000 3888.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0034 402-05481 160.000 Mg | 34.00000 5440.00| 39.00000 6240.00| 33.00000 5280.00 HMA BASE 25.0 mm, SHOULDER | | | 0035 404-05511 889.000 m2 | 3.10000 2755.90| 2.75000 2444.75| 3.00000 2667.00 SEAL COAT, 2 | | | 0036 405-05518 1968.000 m2 | 0.60000 1180.80| 1.35000 2656.80| 0.60000 1180.80 ASPHALT FOR PRIME COAT | | | 0037 406-05520 20.100 Mg | 195.00000 3919.50| 179.95000 3617.00| 190.00000 3819.00 ASPHALT FOR TACK COAT | | | 0038 406-05521 2159.000 m2 | 0.31000 669.29| 0.06000 129.54| 0.30000 647.70 ASPHALT FOR TACK COAT | | | 0039 604-05528 755.000 Mg | 36.00000 27180.00| 42.00000 31710.00| 35.00000 26425.00 SIDEWALK, HMA | | | 0040 605-06120 1400.200 m | 27.00000 37805.40| 26.05000 36475.21| 22.10000 30944.42 CURB, CONCRETE | | | 0041 605-06140 2279.400 m | 28.00000 63823.20| 26.95000 61429.83| 25.61000 58375.43 CURB AND GUTTER, CONCRETE | | | 0042 605-06200 44.400 m | 117.00000 5194.80| 114.00000 5061.60| 110.56000 4908.86 CENTER CURB, A, CONCRETE | | | 0043 605-06255 490.000 m2 | 73.00000 35770.00| 71.57000 35069.30| 66.98000 32820.20 CENTER CURB, D, CONCRETE | | | 0044 610-05527 355.400 Mg | 65.00000 23101.00| 76.00000 27010.40| 63.00000 22390.20 HMA FOR APPROACHES | | | 0045 611-05330 580.000 m2 | 37.00000 21460.00| 35.00000 20300.00| 41.15000 23867.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0046 611-06497 7.000 EACH| 170.00000 1190.00| 130.00000 910.00| 173.68000 1215.76 MAILBOX ASSEMBLY, SINGLE | | | 0047 615-06505 1.000 EACH| 510.00000 510.00| 495.00000 495.00| 521.04000 521.04 MONUMENT, B | | | 0048 615-06510 3.000 EACH| 447.00000 1341.00| 435.00000 1305.00| 457.88000 1373.64 MONUMENT, C | | | 0049 615-06527 2.000 EACH| 447.00000 894.00| 435.00000 870.00| 457.88000 915.76 MONUMENT, SECTION CORNER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 175 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,424,939.63 ROUTE : STAFFORD ROAD CALL ORDER : 175 CONTRACT ID : R -24440-A COUNTIES : HENDRICKS LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1139301 |(3) 35-1917625 |FOX CONTRACTORS |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 616-02320 198.400 m2 | 1.90000 376.96| 1.90000 376.96| 4.41000 874.94 GEOTEXTILES | | | 0051 616-06405 746.000 Mg | 22.20000 16561.20| 22.20000 16561.20| 21.05000 15703.30 RIPRAP, REVETMENT | | | 0052 621-01004 3.000 EACH| 770.00000 2310.00| 750.00000 2250.00| 789.45000 2368.35 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0053 621-03181 1.000 EACH| 470.00000 470.00| 470.00000 470.00| 448.58000 448.58 CLEANOUT, 100 mm | | | 0054 621-06545 0.710 Mg | 710.00000 504.10| 693.00000 492.03| 729.45000 517.91 FERTILIZER | | | 0055 621-06554 129.900 kg | 11.30000 1467.87| 11.00000 1428.90| 11.58000 1504.24 SEED MIXTURE, U | | | 0056 621-06559 1420.000 m2 | 0.42000 596.40| 0.41000 582.20| 0.43000 610.60 MULCHED SEEDING, R | | | 0057 621-06565 3.500 Mg | 550.00000 1925.00| 534.00000 1869.00| 562.09000 1967.32 MULCHING MATERIAL | | | 0058 621-06567 103.500 kL | 0.55000 56.93| 0.53000 54.86| 0.56000 57.96 WATER | | | 0059 621-06574 5175.400 m2 | 3.30000 17078.82| 3.20000 16561.28| 3.37000 17441.10 SODDING | | | 0060 714-04733 53.600 m | 5350.00000 286760.00| 5350.00000 286760.00| 5773.82000 309476.75 CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, , 9750mm X 2440mm | | | 0061 714-95112 4.000 EACH| 5505.00000 22020.00| 5505.00000 22020.00| 6320.51000 25282.04 WINGWALL, PRECAST REINFORCED CONCRETE | | | 0062 715-05024 15.600 m | 202.00000 3151.20| 202.00000 3151.20| 171.45000 2674.62 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0063 715-05031 10.500 m | 96.00000 1008.00| 96.00000 1008.00| 85.01000 892.61 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0064 715-05048 2215.000 m | 9.00000 19935.00| 9.00000 19935.00| 6.93000 15349.95 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0065 715-05121 54.000 m | 95.00000 5130.00| 95.00000 5130.00| 86.42000 4666.68 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0066 715-05149 119.100 m | 77.00000 9170.70| 77.00000 9170.70| 76.39000 9098.05 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0067 715-05151 138.700 m | 87.00000 12066.90| 87.00000 12066.90| 79.10000 10971.17 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0068 715-05152 41.200 m | 96.00000 3955.20| 96.00000 3955.20| 84.22000 3469.86 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0069 715-05154 69.400 m | 119.00000 8258.60| 119.00000 8258.60| 98.27000 6819.94 PIPE, TYPE 2, CIRCULAR, 600 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 175 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,424,939.63 ROUTE : STAFFORD ROAD CALL ORDER : 175 CONTRACT ID : R -24440-A COUNTIES : HENDRICKS LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1139301 |(3) 35-1917625 |FOX CONTRACTORS |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 715-05163 767.000 m | 250.00000 191750.00| 250.00000 191750.00| 282.74000 216861.58 PIPE, TYPE 2, CIRCULAR, 1500 mm | | | 0071 715-05169 18.000 m | 89.00000 1602.00| 89.00000 1602.00| 80.48000 1448.64 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0072 715-05171 14.800 m | 95.00000 1406.00| 95.00000 1406.00| 83.21000 1231.51 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0073 715-05408 111.000 m | 53.00000 5883.00| 53.00000 5883.00| 97.42000 10813.62 PIPE, SANITARY SEWER, 200 mm | | | 0074 715-05412 22.000 m | 81.00000 1782.00| 81.00000 1782.00| 143.27000 3151.94 PIPE, SANITARY SEWER, 375 mm | | | 0075 715-44240 101.210 m3 | 255.00000 25808.55| 255.00000 25808.55| 113.20000 11456.97 CONCRETE, A, STRUCTURES | | | 0076 715-46005 3.000 EACH| 275.00000 825.00| 275.00000 825.00| 354.96000 1064.88 PIPE END SECTION, 375 mm | | | 0077 715-46010 7.000 EACH| 305.00000 2135.00| 305.00000 2135.00| 376.74000 2637.18 PIPE END SECTION, 450 mm | | | 0078 718-52610 500.600 m3 | 31.00000 15518.60| 31.00000 15518.60| 33.42000 16730.05 AGGREGATE FOR UNDERDRAINS | | | 0079 718-99153 5980.500 m2 | 1.40000 8372.70| 1.40000 8372.70| 1.37000 8193.29 GEOTEXTILES FOR UNDERDRAIN | | | 0080 720-44000 6.000 EACH| 300.00000 1800.00| 300.00000 1800.00| 366.28000 2197.68 CASTING, ADJUST TO GRADE | | | 0081 720-45030 3.000 EACH| 1200.00000 3600.00| 1200.00000 3600.00| 676.33000 2028.99 INLET, E7 | | | 0082 720-45035 1.000 EACH| 1200.00000 1200.00| 1200.00000 1200.00| 676.36000 676.36 INLET, F7 | | | 0083 720-45040 1.000 EACH| 1840.00000 1840.00| 1840.00000 1840.00| 1315.37000 1315.37 INLET, G7 | | | 0084 720-45045 8.000 EACH| 1443.00000 11544.00| 1443.00000 11544.00| 960.52000 7684.16 INLET, J10 | | | 0085 720-45055 6.000 EACH| 1443.00000 8658.00| 1443.00000 8658.00| 960.52000 5763.12 INLET, M10 | | | 0086 720-45410 2.000 EACH| 1880.00000 3760.00| 1880.00000 3760.00| 1020.27000 2040.54 MANHOLE, C4 | | | 0087 720-45510 1.000 EACH| 2200.00000 2200.00| 2200.00000 2200.00| 3342.44000 3342.44 MANHOLE, C4, MODIFIED SANITARY | | | 0088 720-95335 10.000 EACH| 7740.00000 77400.00| 7740.00000 77400.00| 6823.48000 68234.80 MANHOLE, M4 | | | 0089 720-98174 3.000 EACH| 1930.00000 5790.00| 1930.00000 5790.00| 1896.31000 5688.93 INLET, B15 | | | 0090 720-98555 5.000 EACH| 1930.00000 9650.00| 1930.00000 9650.00| 1422.29000 7111.45 INLET, C15 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 175 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,424,939.63 ROUTE : STAFFORD ROAD CALL ORDER : 175 CONTRACT ID : R -24440-A COUNTIES : HENDRICKS LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1139301 |(3) 35-1917625 |FOX CONTRACTORS |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0091 801-04308 8.000 EACH| 103.00000 824.00| 100.00000 800.00| 105.26000 842.08 ROAD CLOSURE SIGN ASSEMBLY | | | 0092 801-06203 2238.000 m | 0.23000 514.74| 0.22000 492.36| 0.23000 514.74 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0093 801-06207 630.000 m | 3.24000 2041.20| 3.15000 1984.50| 3.32000 2091.60 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0094 801-06606 50.000 EACH| 72.00000 3600.00| 70.00000 3500.00| 73.68000 3684.00 BARRICADE, IIIB | | | 0095 801-06625 12.000 EACH| 93.00000 1116.00| 90.00000 1080.00| 94.73000 1136.76 DETOUR ROUTE MARKER ASSEMBLY | | | 0096 801-06640 45.000 EACH| 79.00000 3555.00| 77.00000 3465.00| 81.05000 3647.25 CONSTRUCTION SIGN, A | | | 0097 801-06645 14.000 EACH| 31.00000 434.00| 30.00000 420.00| 31.58000 442.12 CONSTRUCTION SIGN, B | | | 0098 801-06710 120.000 DAY | 19.00000 2280.00| 18.00000 2160.00| 18.95000 2274.00 FLASHING ARROW SIGN | | | 0099 801-06775 LUMP| 30000.00000 30000.00| 36216.00000 36216.00| 42591.56000 42591.56 MAINTAINING TRAFFIC | | | 0100 802-02489 10.100 m | 31.90000 322.19| 34.79000 351.38| 36.62000 369.86 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0101 802-05701 33.300 m | 31.90000 1062.27| 27.73000 923.41| 29.19000 972.03 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0102 802-76025 10.020 m2 | 207.00000 2074.14| 94.50000 946.89| 99.47000 996.69 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0103 802-76035 3.850 m2 | 204.00000 785.40| 77.75000 299.34| 81.84000 315.08 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0104 805-01885 4.000 EACH| 1605.00000 6420.00| 986.43000 3945.72| 1038.32000 4153.28 MAST ARM, 9.1 m | | | 0105 805-02087 LUMP| 335.00000 335.00| 1154.27000 1154.27| 1214.98000 1214.98 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0106 805-02658 1200.000 m | 6.20000 7440.00| 6.09000 7308.00| 6.41000 7692.00 CABLE, COAXIAL | | | 0107 805-04782 1.000 EACH| 43250.00000 43250.00| 43814.11000 43814.11| 46118.73000 46118.73 VIDEO VEHICLE DETECTOR SYSTEM | | | 0108 805-06592 360.100 m | 22.60000 8138.26| 37.56000 13525.36| 39.54000 14238.35 CONDUIT, STEEL, GALVANIZED, 50mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 175 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,424,939.63 ROUTE : STAFFORD ROAD CALL ORDER : 175 CONTRACT ID : R -24440-A COUNTIES : HENDRICKS LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1139301 |(3) 35-1917625 |FOX CONTRACTORS |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0110 805-78205 6.000 EACH| 430.00000 2580.00| 373.93000 2243.58| 393.60000 2361.60 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0111 805-78215 2.000 EACH| 435.00000 870.00| 399.36000 798.72| 420.37000 840.74 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0112 805-78230 4.000 EACH| 695.00000 2780.00| 671.57000 2686.28| 706.90000 2827.60 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0113 805-78415 3.000 EACH| 2520.00000 7560.00| 1485.92000 4457.76| 1564.08000 4692.24 SPAN, CATENARY, AND TETHER | | | 0114 805-78420 4.000 EACH| 216.00000 864.00| 220.64000 882.56| 232.25000 929.00 DISCONNECT HANGER | | | 0115 805-78465 55.000 m | 6.70000 368.50| 6.85000 376.75| 7.21000 396.55 SIGNAL CABLE, 2C 8GA. | | | 0116 805-78480 475.000 m | 6.20000 2945.00| 3.83000 1819.25| 4.03000 1914.25 SIGNAL CABLE, 3C 14GA. | | | 0117 805-78485 236.000 m | 6.20000 1463.20| 4.05000 955.80| 4.26000 1005.36 SIGNAL CABLE, 5C 14GA. | | | 0118 805-78490 590.000 m | 6.50000 3835.00| 4.27000 2519.30| 4.49000 2649.10 SIGNAL CABLE, 7C 14GA. | | | 0119 805-78906 4.000 EACH| 1780.00000 7120.00| 1285.78000 5143.12| 1353.41000 5413.64 SIGNAL SUPPORT FOUNDATION, 915 mm X 915 | | | mm X 3.7m | | | 0120 805-78925 1.000 EACH| 817.00000 817.00| 621.28000 621.28| 653.96000 653.96 CONTROLLER CABINET FOUNDATION, P1 | | | 0121 805-81060 4.000 EACH| 2865.00000 11460.00| 2789.71000 11158.84| 2936.45000 11745.80 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0122 805-86805 1.000 EACH| 464.00000 464.00| 1677.14000 1677.14| 1765.36000 1765.36 SERVICE POINT, I | | | 0123 805-86810 1.000 EACH| 3455.00000 3455.00| 2997.14000 2997.14| 3154.79000 3154.79 SERVICE POINT, II | | | 0124 805-86889 560.000 m | 1.02000 571.20| 1.40000 784.00| 1.47000 823.20 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0125 805-86920 54.000 EACH| 10.30000 556.20| 16.74000 903.96| 17.62000 951.48 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0126 805-86925 12.000 EACH| 17.00000 204.00| 23.34000 280.08| 24.57000 294.84 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 175 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,424,939.63 ROUTE : STAFFORD ROAD CALL ORDER : 175 CONTRACT ID : R -24440-A COUNTIES : HENDRICKS LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1139301 |(3) 35-1917625 |FOX CONTRACTORS |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0127 805-86930 40.000 EACH| 6.20000 248.00| 15.53000 621.20| 16.35000 654.00 INSULATING LINK, NOT WATERPROOFED | | | 0128 805-86935 16.000 EACH| 16.45000 263.20| 22.96000 367.36| 24.17000 386.72 INSULATING LINK, WATERPROOFED | | | 0129 805-96014 353.000 m | 9.00000 3177.00| 7.50000 2647.50| 6.22000 2195.66 SAW CUT, FULL DEPTH | | | 0130 805-98335 1941.000 m | 13.37000 25951.17| 12.45000 24165.45| 13.10000 25427.10 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0131 805-98336 133.100 m | 13.37000 1779.55| 12.45000 1657.10| 13.10000 1743.61 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0132 807-02191 3.000 EACH| 658.00000 1974.00| 316.14000 948.42| 332.77000 998.31 HANDHOLE, LIGHTING | | | 0133 807-02193 3.000 EACH| 764.00000 2292.00| 585.57000 1756.71| 616.37000 1849.11 LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | 0134 807-02370 3.000 EACH| 380.00000 1140.00| 270.71000 812.13| 284.95000 854.85 LIGHT STRUCTURE, REMOVE AND RESET | | | 0135 807-02428 20.000 EACH| 715.00000 14300.00| 585.57000 11711.40| 616.37000 12327.40 LIGHTING FOUNDATION, CONCRETE, WITH | | | GROUNDING, 750 mm X 750 mm X 2500 mm | | | 0136 807-83540 10.000 EACH| 848.00000 8480.00| 846.34000 8463.40| 890.86000 8908.60 LIGHT POLE, 9.8 m E.M.H., 2.4 m MAST | | | ARM, ANCHOR BASE | | | 0137 807-83554 10.000 EACH| 882.00000 8820.00| 1003.64000 10036.40| 1056.43000 10564.30 LIGHT POLE, 9.8 m E.M.H., 4.6 m MAST | | | ARM, ANCHOR BASE | | | 0138 807-86615 20.000 EACH| 207.00000 4140.00| 242.64000 4852.80| 255.40000 5108.00 LUMINAIRE, ROADWAY, 250 WATT, HIGH | | | PRESSURE SODIUM | | | 0139 807-86910 20.000 EACH| 29.80000 596.00| 32.03000 640.60| 33.72000 674.40 CONNECTOR KIT, UNFUSED | | | 0140 807-86915 20.000 EACH| 30.85000 617.00| 33.13000 662.60| 34.87000 697.40 CONNECTOR KIT, FUSED | | | 0141 808-06701 536.900 m | 1.25000 671.13| 1.05000 563.75| 1.11000 595.96 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0142 808-06703 205.000 m | 1.25000 256.25| 1.05000 215.25| 1.11000 227.55 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0143 808-06705 366.800 m | 3.00000 1100.40| 2.10000 770.28| 2.21000 810.63 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 175 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,424,939.63 ROUTE : STAFFORD ROAD CALL ORDER : 175 CONTRACT ID : R -24440-A COUNTIES : HENDRICKS LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1315965 |(2) 35-1139301 |(3) 35-1917625 |FOX CONTRACTORS |E & B PAVING, INC. |MILESTONE CONTRACTORS, L.P. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0144 808-06713 297.000 m | 0.15000 44.55| 0.70000 207.90| 0.74000 219.78 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0145 808-06716 1659.000 m | 1.00000 1659.00| 1.31000 2173.29| 1.38000 2289.42 LINE, REMOVE | | | 0146 808-75297 97.000 m | 9.00000 873.00| 8.75000 848.75| 9.21000 893.37 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0147 808-75320 14.000 EACH| 44.25000 619.50| 43.00000 602.00| 45.26000 633.64 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0148 808-75325 13.000 EACH| 64.00000 832.00| 55.00000 715.00| 57.89000 752.57 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0149 805-04952 1.000 EACH| 10140.00000 10140.00| 9673.01000 9673.01| 10181.81000 10181.81 CONTROLLER AND CABINET , TS-2, TYPE I, | | | 8 PHASE | | | SECTION TOTALS | $ 2,499,953.72| $ 2,513,417.18| $ 2,513,963.21 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,499,953.72| $ 2,513,417.18| $ 2,513,963.21 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 175 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,424,939.63 ROUTE : STAFFORD ROAD CALL ORDER : 175 CONTRACT ID : R -24440-A COUNTIES : HENDRICKS LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1128289 |(6) 35-1212938 |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 12.000 MOS | 1975.00000 23700.00| 1550.00000 18600.00| 1200.00000 14400.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 41000.00000 41000.00| 40000.00000 40000.00| 75000.00000 75000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 136523.67000 136523.67| 138603.50000 138603.50| 142500.00000 142500.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 62000.00000 62000.00| 83162.10000 83162.10| 7300.00000 7300.00 CLEARING RIGHT OF WAY | | | 0005 202-03000 LUMP| 26000.00000 26000.00| 45000.00000 45000.00| 35000.00000 35000.00 HOUSES AND BUILDINGS, REMOVE | | | 0006 202-03135 1.200 m2 | 1500.00000 1800.00| 800.00000 960.00| 600.00000 720.00 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0007 202-51330 LUMP| 28000.00000 28000.00| 34508.00000 34508.00| 5400.00000 5400.00 PRESENT STRUCTURE, REMOVE | | | 0008 202-60815 35.000 m | 65.00000 2275.00| 50.00000 1750.00| 32.00000 1120.00 CENTER CURB, REMOVE | | | 0009 202-96133 8.000 m | 50.00000 400.00| 60.00000 480.00| 27.00000 216.00 PIPE, REMOVE | | | 0010 203-02000 4393.500 m3 | 4.80000 21088.80| 14.25000 62607.38| 15.25000 67000.88 EXCAVATION, COMMON | | | 0011 203-02070 5593.600 m3 | 2.10000 11746.56| 1.00000 5593.60| 10.00000 55936.00 BORROW | | | 0012 205-02224 550.000 m | 5.20000 2860.00| 5.10000 2805.00| 5.25000 2887.50 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0013 205-02229 46.800 m | 9.50000 444.60| 9.28000 434.30| 9.50000 444.60 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0014 205-02231 73.200 m | 59.00000 4318.80| 45.00000 3294.00| 75.00000 5490.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0015 205-02234 2.000 EACH| 64.00000 128.00| 60.00000 120.00| 62.00000 124.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0016 205-02236 5.000 EACH| 64.00000 320.00| 60.00000 300.00| 65.00000 325.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0017 205-02237 28.000 EACH| 32.00000 896.00| 30.00000 840.00| 32.00000 896.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CURB INLET PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 175 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,424,939.63 ROUTE : STAFFORD ROAD CALL ORDER : 175 CONTRACT ID : R -24440-A COUNTIES : HENDRICKS LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1128289 |(6) 35-1212938 |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 206-51220 735.000 m3 | 33.00000 24255.00| 25.00000 18375.00| 18.00000 13230.00 EXCAVATION, WET | | | 0019 211-02060 4422.000 m3 | 15.50000 68541.00| 24.00000 106128.00| 14.00000 61908.00 B BORROW FOR STRUCTURE BACKFILL | | | 0020 215-06458 7235.000 m3 | 10.00000 72350.00| 7.75000 56071.25| 11.00000 79585.00 SUBGRADE, MODIFIED | | | 0021 303-04075 41.700 Mg | 35.00000 1459.50| 40.00000 1668.00| 27.00000 1125.90 COMPACTED AGGREGATE FOR SURFACE, 0, 73 | | | 0022 303-52308 1193.100 Mg | 24.00000 28634.40| 22.00000 26248.20| 18.00000 21475.80 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0023 303-52309 643.000 Mg | 20.00000 12860.00| 22.00000 14146.00| 19.00000 12217.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0024 303-98541 13.600 Mg | 38.00000 516.80| 40.00000 544.00| 61.00000 829.60 COMPACTED AGGREGATE FOR DRIVES, 0, 53 | | | 0025 305-05206 1925.000 Mg | 47.00000 90475.00| 36.00000 69300.00| 37.00000 71225.00 WIDENING WITH HMA | | | 0026 401-05437 7866.500 Mg | 32.00000 251728.00| 37.00000 291060.50| 38.00000 298927.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0027 401-05454 2983.900 Mg | 36.00000 107420.40| 40.00000 119356.00| 43.00000 128307.70 QC/QA HMA INTERMEDIATE 12.5 mm, MAINLINE| | | 0028 401-05456 1356.300 Mg | 53.00000 71883.90| 58.00000 78665.40| 63.00000 85446.90 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0029 401-06264 LUMP| 2500.00000 2500.00| 2000.00000 2000.00| 2100.00000 2100.00 PROFILOGRAPH, HMA | | | 0030 402-05468 195.000 Mg | 32.00000 6240.00| 38.00000 7410.00| 39.00000 7605.00 HMA BASE 25.0 mm, MAINLINE | | | 0031 402-05470 4897.400 Mg | 33.00000 161614.20| 32.50000 159165.50| 33.50000 164062.90 HMA BASE C25.0 mm, MAINLINE | | | 0032 402-05474 178.000 Mg | 36.00000 6408.00| 38.00000 6764.00| 43.00000 7654.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0033 402-05477 81.000 Mg | 53.00000 4293.00| 50.00000 4050.00| 55.00000 4455.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0034 402-05481 160.000 Mg | 50.00000 8000.00| 35.00000 5600.00| 38.00000 6080.00 HMA BASE 25.0 mm, SHOULDER | | | 0035 404-05511 889.000 m2 | 5.00000 4445.00| 3.25000 2889.25| 3.50000 3111.50 SEAL COAT, 2 | | | 0036 405-05518 1968.000 m2 | 0.60000 1180.80| 0.65000 1279.20| 0.70000 1377.60 ASPHALT FOR PRIME COAT | | | 0037 406-05520 20.100 Mg | 200.00000 4020.00| 190.00000 3819.00| 250.00000 5025.00 ASPHALT FOR TACK COAT | | | 0038 406-05521 2159.000 m2 | 0.05000 107.95| 0.30000 647.70| 0.35000 755.65 ASPHALT FOR TACK COAT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 175 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,424,939.63 ROUTE : STAFFORD ROAD CALL ORDER : 175 CONTRACT ID : R -24440-A COUNTIES : HENDRICKS LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1128289 |(6) 35-1212938 |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 604-05528 755.000 Mg | 70.00000 52850.00| 36.50000 27557.50| 40.00000 30200.00 SIDEWALK, HMA | | | 0040 605-06120 1400.200 m | 37.00000 51807.40| 42.50000 59508.50| 29.00000 40605.80 CURB, CONCRETE | | | 0041 605-06140 2279.400 m | 39.00000 88896.60| 42.50000 96874.50| 32.00000 72940.80 CURB AND GUTTER, CONCRETE | | | 0042 605-06200 44.400 m | 110.00000 4884.00| 82.50000 3663.00| 85.00000 3774.00 CENTER CURB, A, CONCRETE | | | 0043 605-06255 490.000 m2 | 73.00000 35770.00| 75.25000 36872.50| 75.00000 36750.00 CENTER CURB, D, CONCRETE | | | 0044 610-05527 355.400 Mg | 65.00000 23101.00| 65.00000 23101.00| 75.00000 26655.00 HMA FOR APPROACHES | | | 0045 611-05330 580.000 m2 | 49.00000 28420.00| 42.00000 24360.00| 39.00000 22620.00 CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS, | | | 150 mm | | | 0046 611-06497 7.000 EACH| 270.00000 1890.00| 150.00000 1050.00| 155.00000 1085.00 MAILBOX ASSEMBLY, SINGLE | | | 0047 615-06505 1.000 EACH| 425.00000 425.00| 500.00000 500.00| 530.00000 530.00 MONUMENT, B | | | 0048 615-06510 3.000 EACH| 425.00000 1275.00| 280.00000 840.00| 475.00000 1425.00 MONUMENT, C | | | 0049 615-06527 2.000 EACH| 425.00000 850.00| 550.00000 1100.00| 475.00000 950.00 MONUMENT, SECTION CORNER | | | 0050 616-02320 198.400 m2 | 2.00000 396.80| 3.00000 595.20| 7.50000 1488.00 GEOTEXTILES | | | 0051 616-06405 746.000 Mg | 21.00000 15666.00| 21.00000 15666.00| 18.00000 13428.00 RIPRAP, REVETMENT | | | 0052 621-01004 3.000 EACH| 800.00000 2400.00| 800.00000 2400.00| 900.00000 2700.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0053 621-03181 1.000 EACH| 460.00000 460.00| 525.00000 525.00| 700.00000 700.00 CLEANOUT, 100 mm | | | 0054 621-06545 0.710 Mg | 740.00000 525.40| 700.00000 497.00| 750.00000 532.50 FERTILIZER | | | 0055 621-06554 129.900 kg | 11.50000 1493.85| 11.50000 1493.85| 11.50000 1493.85 SEED MIXTURE, U | | | 0056 621-06559 1420.000 m2 | 0.43000 610.60| 0.45000 639.00| 0.45000 639.00 MULCHED SEEDING, R | | | 0057 621-06565 3.500 Mg | 570.00000 1995.00| 550.00000 1925.00| 575.00000 2012.50 MULCHING MATERIAL | | | 0058 621-06567 103.500 kL | 0.55000 56.93| 0.55000 56.93| 0.57000 59.00 WATER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 175 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,424,939.63 ROUTE : STAFFORD ROAD CALL ORDER : 175 CONTRACT ID : R -24440-A COUNTIES : HENDRICKS LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1128289 |(6) 35-1212938 |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0059 621-06574 5175.400 m2 | 3.40000 17596.36| 4.50000 23289.30| 3.50000 18113.90 SODDING | | | 0060 714-04733 53.600 m | 6000.00000 321600.00| 5150.00000 276040.00| 6550.00000 351080.00 CULVERT, PRECAST, 3 SIDED, REINFORCED | | | CONCRETE, , 9750mm X 2440mm | | | 0061 714-95112 4.000 EACH| 6400.00000 25600.00| 5850.00000 23400.00| 7020.00000 28080.00 WINGWALL, PRECAST REINFORCED CONCRETE | | | 0062 715-05024 15.600 m | 150.00000 2340.00| 180.00000 2808.00| 177.00000 2761.20 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0063 715-05031 10.500 m | 83.00000 871.50| 93.50000 981.75| 107.00000 1123.50 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0064 715-05048 2215.000 m | 8.50000 18827.50| 7.50000 16612.50| 6.75000 14951.25 PIPE, TYPE 4, CIRCULAR, 150 mm | | | 0065 715-05121 54.000 m | 83.00000 4482.00| 74.00000 3996.00| 106.00000 5724.00 PIPE, TYPE 1, CIRCULAR, 450 mm | | | 0066 715-05149 119.100 m | 66.00000 7860.60| 60.00000 7146.00| 86.00000 10242.60 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0067 715-05151 138.700 m | 75.00000 10402.50| 75.00000 10402.50| 88.00000 12205.60 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0068 715-05152 41.200 m | 83.00000 3419.60| 78.00000 3213.60| 92.00000 3790.40 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0069 715-05154 69.400 m | 104.00000 7217.60| 94.00000 6523.60| 116.00000 8050.40 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0070 715-05163 767.000 m | 270.00000 207090.00| 250.00000 191750.00| 273.00000 209391.00 PIPE, TYPE 2, CIRCULAR, 1500 mm | | | 0071 715-05169 18.000 m | 75.00000 1350.00| 94.50000 1701.00| 93.00000 1674.00 PIPE, TYPE 3, CIRCULAR, 375 mm | | | 0072 715-05171 14.800 m | 83.00000 1228.40| 93.50000 1383.80| 102.00000 1509.60 PIPE, TYPE 3, CIRCULAR, 450 mm | | | 0073 715-05408 111.000 m | 115.00000 12765.00| 65.00000 7215.00| 274.00000 30414.00 PIPE, SANITARY SEWER, 200 mm | | | 0074 715-05412 22.000 m | 155.00000 3410.00| 110.00000 2420.00| 411.00000 9042.00 PIPE, SANITARY SEWER, 375 mm | | | 0075 715-44240 101.210 m3 | 370.00000 37447.70| 500.00000 50605.00| 0.01000 1.01 CONCRETE, A, STRUCTURES | | | 0076 715-46005 3.000 EACH| 220.00000 660.00| 200.00000 600.00| 381.00000 1143.00 PIPE END SECTION, 375 mm | | | 0077 715-46010 7.000 EACH| 265.00000 1855.00| 225.00000 1575.00| 440.00000 3080.00 PIPE END SECTION, 450 mm | | | 0078 718-52610 500.600 m3 | 26.00000 13015.60| 34.00000 17020.40| 50.00000 25030.00 AGGREGATE FOR UNDERDRAINS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 175 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,424,939.63 ROUTE : STAFFORD ROAD CALL ORDER : 175 CONTRACT ID : R -24440-A COUNTIES : HENDRICKS LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1128289 |(6) 35-1212938 |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0079 718-99153 5980.500 m2 | 1.05000 6279.53| 1.45000 8671.73| 1.90000 11362.95 GEOTEXTILES FOR UNDERDRAIN | | | 0080 720-44000 6.000 EACH| 650.00000 3900.00| 325.00000 1950.00| 225.00000 1350.00 CASTING, ADJUST TO GRADE | | | 0081 720-45030 3.000 EACH| 970.00000 2910.00| 950.00000 2850.00| 1000.00000 3000.00 INLET, E7 | | | 0082 720-45035 1.000 EACH| 990.00000 990.00| 1050.00000 1050.00| 1000.00000 1000.00 INLET, F7 | | | 0083 720-45040 1.000 EACH| 1700.00000 1700.00| 1850.00000 1850.00| 2100.00000 2100.00 INLET, G7 | | | 0084 720-45045 8.000 EACH| 1000.00000 8000.00| 1150.00000 9200.00| 1200.00000 9600.00 INLET, J10 | | | 0085 720-45055 6.000 EACH| 1175.00000 7050.00| 1450.00000 8700.00| 2100.00000 12600.00 INLET, M10 | | | 0086 720-45410 2.000 EACH| 1100.00000 2200.00| 2450.00000 4900.00| 1275.00000 2550.00 MANHOLE, C4 | | | 0087 720-45510 1.000 EACH| 3000.00000 3000.00| 3500.00000 3500.00| 3200.00000 3200.00 MANHOLE, C4, MODIFIED SANITARY | | | 0088 720-95335 10.000 EACH| 10000.00000 100000.00| 8000.00000 80000.00| 9600.00000 96000.00 MANHOLE, M4 | | | 0089 720-98174 3.000 EACH| 1370.00000 4110.00| 1550.00000 4650.00| 1650.00000 4950.00 INLET, B15 | | | 0090 720-98555 5.000 EACH| 1500.00000 7500.00| 1750.00000 8750.00| 1500.00000 7500.00 INLET, C15 | | | 0091 801-04308 8.000 EACH| 105.00000 840.00| 110.00000 880.00| 120.00000 960.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0092 801-06203 2238.000 m | 0.25000 559.50| 0.25000 559.50| 0.25000 559.50 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0093 801-06207 630.000 m | 3.40000 2142.00| 3.45000 2173.50| 3.50000 2205.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0094 801-06606 50.000 EACH| 75.00000 3750.00| 80.00000 4000.00| 75.00000 3750.00 BARRICADE, IIIB | | | 0095 801-06625 12.000 EACH| 95.00000 1140.00| 100.00000 1200.00| 95.00000 1140.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0096 801-06640 45.000 EACH| 82.00000 3690.00| 85.00000 3825.00| 80.00000 3600.00 CONSTRUCTION SIGN, A | | | 0097 801-06645 14.000 EACH| 32.00000 448.00| 35.00000 490.00| 32.00000 448.00 CONSTRUCTION SIGN, B | | | 0098 801-06710 120.000 DAY | 20.00000 2400.00| 34.00000 4080.00| 20.00000 2400.00 FLASHING ARROW SIGN | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 175 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,424,939.63 ROUTE : STAFFORD ROAD CALL ORDER : 175 CONTRACT ID : R -24440-A COUNTIES : HENDRICKS LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1128289 |(6) 35-1212938 |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 801-06775 LUMP| 35000.00000 35000.00| 36323.00000 36323.00| 48900.00000 48900.00 MAINTAINING TRAFFIC | | | 0100 802-02489 10.100 m | 37.00000 373.70| 38.00000 383.80| 38.00000 383.80 SIGN POST, SQUARE, REINFORCED ANCHOR | | | BASE | | | 0101 802-05701 33.300 m | 29.00000 965.70| 30.00000 999.00| 39.00000 1298.70 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0102 802-76025 10.020 m2 | 100.00000 1002.00| 105.00000 1052.10| 200.00000 2004.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0103 802-76035 3.850 m2 | 83.00000 319.55| 84.00000 323.40| 200.00000 770.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0104 805-01885 4.000 EACH| 1000.00000 4000.00| 1085.00000 4340.00| 1000.00000 4000.00 MAST ARM, 9.1 m | | | 0105 805-02087 LUMP| 1200.00000 1200.00| 4500.00000 4500.00| 700.00000 700.00 TRANSPORTATION OF SALVAGEABLE SIGNAL | | | EQUIPMENT | | | 0106 805-02658 1200.000 m | 6.50000 7800.00| 6.50000 7800.00| 6.00000 7200.00 CABLE, COAXIAL | | | 0107 805-04782 1.000 EACH| 47100.00000 47100.00| 48500.00000 48500.00| 48000.00000 48000.00 VIDEO VEHICLE DETECTOR SYSTEM | | | 0108 805-06592 360.100 m | 40.00000 14404.00| 40.50000 14584.05| 40.00000 14404.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0110 805-78205 6.000 EACH| 400.00000 2400.00| 400.00000 2400.00| 450.00000 2700.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0111 805-78215 2.000 EACH| 420.00000 840.00| 450.00000 900.00| 450.00000 900.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0112 805-78230 4.000 EACH| 720.00000 2880.00| 725.00000 2900.00| 635.00000 2540.00 TRAFFIC SIGNAL HEAD, 5 FACE, 305 mm RED,| | | AMBER, GREEN, AMBER ARROW, GREEN ARROW | | | 0113 805-78415 3.000 EACH| 1600.00000 4800.00| 1800.00000 5400.00| 1700.00000 5100.00 SPAN, CATENARY, AND TETHER | | | 0114 805-78420 4.000 EACH| 235.00000 940.00| 250.00000 1000.00| 230.00000 920.00 DISCONNECT HANGER | | | 0115 805-78465 55.000 m | 7.30000 401.50| 7.50000 412.50| 6.50000 357.50 SIGNAL CABLE, 2C 8GA. | | | 0116 805-78480 475.000 m | 4.10000 1947.50| 4.00000 1900.00| 3.80000 1805.00 SIGNAL CABLE, 3C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 175 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,424,939.63 ROUTE : STAFFORD ROAD CALL ORDER : 175 CONTRACT ID : R -24440-A COUNTIES : HENDRICKS LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1128289 |(6) 35-1212938 |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0117 805-78485 236.000 m | 4.20000 991.20| 4.25000 1003.00| 4.30000 1014.80 SIGNAL CABLE, 5C 14GA. | | | 0118 805-78490 590.000 m | 4.50000 2655.00| 4.50000 2655.00| 4.00000 2360.00 SIGNAL CABLE, 7C 14GA. | | | 0119 805-78906 4.000 EACH| 1380.00000 5520.00| 1425.00000 5700.00| 1650.00000 6600.00 SIGNAL SUPPORT FOUNDATION, 915 mm X 915 | | | mm X 3.7m | | | 0120 805-78925 1.000 EACH| 665.00000 665.00| 650.00000 650.00| 750.00000 750.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0121 805-81060 4.000 EACH| 3000.00000 12000.00| 3075.00000 12300.00| 3300.00000 13200.00 SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0122 805-86805 1.000 EACH| 1800.00000 1800.00| 1850.00000 1850.00| 1600.00000 1600.00 SERVICE POINT, I | | | 0123 805-86810 1.000 EACH| 3200.00000 3200.00| 3300.00000 3300.00| 2100.00000 2100.00 SERVICE POINT, II | | | 0124 805-86889 560.000 m | 1.50000 840.00| 1.50000 840.00| 1.50000 840.00 POLE CIRCUIT CABLE, 1C NO. 10 STRANDED | | | COPPER | | | 0125 805-86920 54.000 EACH| 18.00000 972.00| 18.00000 972.00| 14.50000 783.00 MULTIPLE COMPRESSION FITTING, NOT | | | WATERPROOFED | | | 0126 805-86925 12.000 EACH| 25.00000 300.00| 25.00000 300.00| 35.00000 420.00 MULTIPLE COMPRESSION FITTING, | | | WATERPROOFED | | | 0127 805-86930 40.000 EACH| 16.00000 640.00| 17.00000 680.00| 13.50000 540.00 INSULATING LINK, NOT WATERPROOFED | | | 0128 805-86935 16.000 EACH| 24.00000 384.00| 25.00000 400.00| 34.00000 544.00 INSULATING LINK, WATERPROOFED | | | 0129 805-96014 353.000 m | 10.00000 3530.00| 8.00000 2824.00| 4.00000 1412.00 SAW CUT, FULL DEPTH | | | 0130 805-98335 1941.000 m | 13.00000 25233.00| 13.75000 26688.75| 15.00000 29115.00 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | TRENCH, 4 1/C | | | 0131 805-98336 133.100 m | 13.00000 1730.30| 13.75000 1830.13| 16.00000 2129.60 WIRE, NO. 4 COPPER IN PLASTIC DUCT, IN | | | CONDUIT, 4 1/C | | | 0132 807-02191 3.000 EACH| 340.00000 1020.00| 350.00000 1050.00| 500.00000 1500.00 HANDHOLE, LIGHTING | | | 0133 807-02193 3.000 EACH| 625.00000 1875.00| 650.00000 1950.00| 900.00000 2700.00 LIGHT STANDARD FOUNDATION, 915 mm DIA. | | | X 2450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 175 -17 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,424,939.63 ROUTE : STAFFORD ROAD CALL ORDER : 175 CONTRACT ID : R -24440-A COUNTIES : HENDRICKS LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1128289 |(6) 35-1212938 |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0134 807-02370 3.000 EACH| 290.00000 870.00| 300.00000 900.00| 450.00000 1350.00 LIGHT STRUCTURE, REMOVE AND RESET | | | 0135 807-02428 20.000 EACH| 630.00000 12600.00| 625.00000 12500.00| 650.00000 13000.00 LIGHTING FOUNDATION, CONCRETE, WITH | | | GROUNDING, 750 mm X 750 mm X 2500 mm | | | 0136 807-83540 10.000 EACH| 900.00000 9000.00| 925.00000 9250.00| 920.00000 9200.00 LIGHT POLE, 9.8 m E.M.H., 2.4 m MAST | | | ARM, ANCHOR BASE | | | 0137 807-83554 10.000 EACH| 1050.00000 10500.00| 1100.00000 11000.00| 980.00000 9800.00 LIGHT POLE, 9.8 m E.M.H., 4.6 m MAST | | | ARM, ANCHOR BASE | | | 0138 807-86615 20.000 EACH| 260.00000 5200.00| 275.00000 5500.00| 220.00000 4400.00 LUMINAIRE, ROADWAY, 250 WATT, HIGH | | | PRESSURE SODIUM | | | 0139 807-86910 20.000 EACH| 34.00000 680.00| 35.00000 700.00| 33.00000 660.00 CONNECTOR KIT, UNFUSED | | | 0140 807-86915 20.000 EACH| 35.00000 700.00| 36.00000 720.00| 33.00000 660.00 CONNECTOR KIT, FUSED | | | 0141 808-06701 536.900 m | 1.10000 590.59| 1.15000 617.44| 1.10000 590.59 LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0142 808-06703 205.000 m | 1.10000 225.50| 1.15000 235.75| 1.10000 225.50 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0143 808-06705 366.800 m | 2.20000 806.96| 2.25000 825.30| 2.20000 806.96 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0144 808-06713 297.000 m | 0.75000 222.75| 0.75000 222.75| 0.80000 237.60 LINE, PAINT, SOLID, WHITE, 100 mm | | | 0145 808-06716 1659.000 m | 1.40000 2322.60| 1.45000 2405.55| 1.40000 2322.60 LINE, REMOVE | | | 0146 808-75297 97.000 m | 9.40000 911.80| 9.50000 921.50| 9.00000 873.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0147 808-75320 14.000 EACH| 45.00000 630.00| 48.00000 672.00| 45.00000 630.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0148 808-75325 13.000 EACH| 58.00000 754.00| 60.00000 780.00| 58.00000 754.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0149 805-04952 1.000 EACH| 10000.00000 10000.00| 10675.00000 10675.00| 11000.00000 11000.00 CONTROLLER AND CABINET , TS-2, TYPE I, | | | 8 PHASE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 175 -18 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,424,939.63 ROUTE : STAFFORD ROAD CALL ORDER : 175 CONTRACT ID : R -24440-A COUNTIES : HENDRICKS LETTING DATE : 04/18/00 10:00 AM DISTRICT : CRAWFORDSVILLE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-0918397 |(5) 35-1128289 |(6) 35-1212938 |RIETH RILEY CONSTRUCTION |BEATY CONSTRUCTION, INC. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 2,713,600.00| $ 2,772,069.06| $ 2,825,637.54 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,713,600.00| $ 2,772,069.06| $ 2,825,637.54 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 179 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,070,115.79 ROUTE : I-65 CALL ORDER : 179 CONTRACT ID : R -24520-A COUNTIES : JASPER LETTING DATE : 04/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT CONTRACT TIME : 10/21/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 6507222 6507222 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0918397 RIETH RILEY CONSTRUCTION $ 2,342,341.14 100.0000% 2 35-1917625 MILESTONE CONTRACTORS, L.P. $ 2,419,984.08 103.3147% 3 35-1212938 ATLAS EXCAVATING, INC. $ 2,673,421.88 114.1346% ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 35-1212938 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ASPHALT RESURFACE | | | 0001 105-01925 9.000 MOS | 2660.00000 23940.00| 1795.00000 16155.00| 750.00000 6750.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 39455.00000 39455.00| 25000.00000 25000.00| 24000.00000 24000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 189075.00000 189075.00| 120769.00000 120769.00| 135000.00000 135000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 202-01032 4.000 EACH| 2080.00000 8320.00| 795.00000 3180.00| 1500.00000 6000.00 SAND BARREL ARRAY, REMOVE | | | 0005 202-02240 2776.000 m2 | 12.30000 34144.80| 11.50000 31924.00| 13.00000 36088.00 PAVEMENT, REMOVE | | | 0006 202-02241 432.000 m | 9.00000 3888.00| 8.75000 3780.00| 5.30000 2289.60 GUARDRAIL, REMOVE | | | 0007 202-51328 LUMP| 51111.00000 51111.00| 27000.00000 27000.00| 100000.00000 100000.00 PRESENT STRUCTURE, REMOVE PORTIONS | | | 0008 202-51822 1294.000 m2 | 7.60000 9834.40| 6.50000 8411.00| 4.50000 5823.00 BRIDGE DECK OVERLAY, REMOVE | | | 0009 202-60820 178602.000 m2 | 0.81000 144667.62| 0.35000 62510.70| 0.85000 151811.70 SURFACE MILLING, ASPHALT | | | 0010 203-02080 12.000 km | 1874.00000 22488.00| 4335.00000 52020.00| 12000.00000 144000.00 LINEAR GRADING | | | 0011 213-52830 13.000 m3 | 139.00000 1807.00| 163.20000 2121.60| 225.00000 2925.00 FLOWABLE MORTAR | | | 0012 303-52308 234.000 Mg | 26.83000 6278.22| 19.95000 4668.30| 21.00000 4914.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 304-04403 352.000 m3 | 79.95000 28142.40| 95.00000 33440.00| 42.00000 14784.00 SUBBASE FOR CEMENT CONCRETE PAVEMENT | | | 0014 305-03055 220.000 Mg | 247.00000 54340.00| 325.00000 71500.00| 340.00000 74800.00 SPECIAL JOINT PATCHING MATERIAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 179 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,070,115.79 ROUTE : I-65 CALL ORDER : 179 CONTRACT ID : R -24520-A COUNTIES : JASPER LETTING DATE : 04/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 35-1212938 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 305-05204 100.000 Mg | 97.35000 9735.00| 180.00000 18000.00| 135.00000 13500.00 HMA FOR PATCHING | | | 0016 401-05456 13394.000 Mg | 41.60000 557190.40| 49.95000 669030.30| 48.00000 642912.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0017 401-05467 2757.000 m | 2.64000 7278.48| 1.20000 3308.40| 1.00000 2757.00 MILLED HMA CORRUGATIONS | | | 0018 402-05481 3150.000 Mg | 35.70000 112455.00| 44.25000 139387.50| 42.00000 132300.00 HMA BASE 25.0 mm, SHOULDER | | | 0019 402-05487 1077.000 Mg | 49.20000 52988.40| 48.75000 52503.75| 57.00000 61389.00 HMA INTERMEDIATE 19.0 mm, SHOULDER | | | 0020 402-05490 494.000 Mg | 43.00000 21242.00| 68.25000 33715.50| 50.00000 24700.00 HMA SURFACE 9.5 mm, SHOULDER | | | 0021 406-05520 53.000 Mg | 168.00000 8904.00| 475.00000 25175.00| 195.00000 10335.00 ASPHALT FOR TACK COAT | | | 0022 501-03489 100.000 EACH| 15.80000 1580.00| 22.00000 2200.00| 17.00000 1700.00 TIE BAR, RETROFIT | | | 0023 501-05240 492.000 m | 34.10000 16777.20| 31.50000 15498.00| 33.00000 16236.00 CONTRACTION JOINT, D1 | | | 0024 501-05310 48.000 m | 384.30000 18446.40| 270.00000 12960.00| 450.00000 21600.00 TERMINAL JOINT | | | 0026 502-06331 2130.000 m2 | 49.08000 104540.40| 63.00000 134190.00| 53.00000 112890.00 PCCP, 350 mm | | | 0027 506-06333 583.200 m2 | 101.60000 59253.12| 150.00000 87480.00| 180.00000 104976.00 PCCP PATCHING, FULL DEPTH | | | 0028 601-01522 4.000 EACH| 1472.00000 5888.00| 1455.00000 5820.00| 1425.00000 5700.00 GUARDRAIL TRANSITION TYPE TGB | | | 0030 601-06233 4.000 EACH| 7945.00000 31780.00| 7695.00000 30780.00| 7300.00000 29200.00 IMPACT ATTENUATOR, ED, W1, TL-3, 110 | | | km/h | | | 0031 601-94689 5.000 EACH| 4000.00000 20000.00| 4300.00000 21500.00| 3700.00000 18500.00 GUARDRAIL END TREATMENT, OS | | | 0032 601-94690 2.000 EACH| 4000.00000 8000.00| 4300.00000 8600.00| 3700.00000 7400.00 GUARDRAIL END TREATMENT, MS | | | 0033 601-97774 1.000 EACH| 2555.00000 2555.00| 2530.00000 2530.00| 2420.00000 2420.00 GUARDRAIL END TREATMENT, OS, SPARE | | | PARTS PACKAGE | | | 0034 601-97803 1.000 EACH| 2555.00000 2555.00| 2530.00000 2530.00| 2420.00000 2420.00 GUARDRAIL END TREATMENT, MS, SPARE | | | PARTS PACKAGE | | | 0035 601-99105 347.620 m | 39.40000 13696.23| 37.30000 12966.23| 36.50000 12688.13 GUARDRAIL, W BEAM, 1.905 m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 179 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,070,115.79 ROUTE : I-65 CALL ORDER : 179 CONTRACT ID : R -24520-A COUNTIES : JASPER LETTING DATE : 04/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 35-1212938 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 602-06639 263.000 m | 57.80000 15201.40| 80.00000 21040.00| 85.00000 22355.00 TEMPORARY CONCRETE BARRIER, ANCHORED | | | 0037 602-06646 804.000 m | 55.55000 44662.20| 75.00000 60300.00| 70.00000 56280.00 TEMPORARY CONCRETE BARRIER | | | 0038 607-90826 4.000 EACH| 743.00000 2972.00| 865.00000 3460.00| 1200.00000 4800.00 GUTTER TURNOUT, CONCRETE RECONSTRUCTED | | | 0039 610-05527 239.000 Mg | 58.40000 13957.60| 90.00000 21510.00| 67.00000 16013.00 HMA FOR APPROACHES | | | 0040 610-06257 580.000 m2 | 44.40000 25752.00| 55.25000 32045.00| 52.00000 30160.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | 0041 619-95315 LUMP| 51300.00000 51300.00| 35640.00000 35640.00| 50000.00000 50000.00 CLEAN AND PAINT BEARING ASSEMBLIES | | | 0042 621-01004 1.000 EACH| 389.00000 389.00| 385.00000 385.00| 375.00000 375.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0043 621-06559 500.000 m2 | 1.30000 650.00| 1.35000 675.00| 1.30000 650.00 MULCHED SEEDING, R | | | 0044 702-51005 7.200 m3 | 1100.00000 7920.00| 735.00000 5292.00| 975.00000 7020.00 CONCRETE, A, SUBSTRUCTURE | | | 0045 702-51100 136.000 kg | 7.80000 1060.80| 9.25000 1258.00| 9.00000 1224.00 DRAIN PIPE, CAST IRON, 150 mm | | | 0046 702-51110 348.000 kg | 7.80000 2714.40| 9.25000 3219.00| 4.10000 1426.80 GRATES, BASINS, AND FITTINGS, CAST IRON | | | 0047 702-51863 108.000 EACH| 8.90000 961.20| 6.30000 680.40| 13.00000 1404.00 FIELD DRILLED HOLE IN CONCRETE | | | 0048 703-01540 120.000 EACH| 16.65000 1998.00| 13.65000 1638.00| 16.00000 1920.00 THREADED TIE BAR ASSEMBLY | | | 0049 703-51030 10306.000 kg | 1.70000 17520.20| 1.26000 12985.56| 1.40000 14428.40 REINFORCING STEEL | | | 0050 703-51032 8144.000 kg | 1.70000 13844.80| 1.36000 11075.84| 1.60000 13030.40 REINFORCING STEEL, EPOXY COATED | | | 0051 703-97936 124.000 EACH| 16.65000 2064.60| 13.65000 1692.60| 18.00000 2232.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0052 704-51002 27.200 m3 | 1100.00000 29920.00| 1070.00000 29104.00| 700.00000 19040.00 CONCRETE, C, SUPERSTRUCTURE | | | 0053 706-05732 8.000 EACH| 1100.00000 8800.00| 1200.00000 9600.00| 1200.00000 9600.00 CONCRETE BRIDGE RAILING TRANSITION, TBC | | | 0054 706-51025 16.000 m | 111.00000 1776.00| 355.00000 5680.00| 270.00000 4320.00 CONCRETE, C, RAILING | | | 0055 709-51821 LUMP| 3344.00000 3344.00| 5250.00000 5250.00| 4500.00000 4500.00 SURFACE SEAL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 179 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,070,115.79 ROUTE : I-65 CALL ORDER : 179 CONTRACT ID : R -24520-A COUNTIES : JASPER LETTING DATE : 04/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 35-1212938 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 720-44000 4.000 EACH| 300.00000 1200.00| 420.00000 1680.00| 320.00000 1280.00 CASTING, ADJUST TO GRADE | | | 0057 722-51842 1404.000 m2 | 50.00000 70200.00| 50.75000 71253.00| 43.00000 60372.00 BRIDGE DECK OVERLAY | | | 0058 722-51846 10.900 m3 | 395.00000 4305.50| 395.00000 4305.50| 395.00000 4305.50 BRIDGE DECK OVERLAY, ADDITIONAL | | | 0059 722-51852 140.000 m2 | 133.00000 18620.00| 59.40000 8316.00| 120.00000 16800.00 BRIDGE DECK PATCHING, PARTIAL DEPTH | | | 0060 722-60824 1294.000 m2 | 4.50000 5823.00| 6.20000 8022.80| 3.25000 4205.50 SURFACE MILLING | | | 0061 724-03276 64.000 m | 250.00000 16000.00| 290.00000 18560.00| 160.00000 10240.00 EXPANSION JOINT SEALING SYSTEM | | | 0062 801-06203 2387.000 m | 0.77000 1837.99| 0.75000 1790.25| 0.75000 1790.25 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0063 801-06207 4907.000 m | 3.17000 15555.19| 3.10000 15211.70| 3.00000 14721.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0064 801-06614 2.000 EACH| 14445.00000 28890.00| 13650.00000 27300.00| 15000.00000 30000.00 DYNAMIC LANE MERGE SYSTEM | | | 0065 801-06640 10.000 EACH| 139.00000 1390.00| 130.00000 1300.00| 140.00000 1400.00 CONSTRUCTION SIGN, A | | | 0066 801-06710 300.000 DAY | 13.30000 3990.00| 12.50000 3750.00| 13.00000 3900.00 FLASHING ARROW SIGN | | | 0067 801-06775 LUMP| 28650.00000 28650.00| 49685.00000 49685.00| 110000.00000 110000.00 MAINTAINING TRAFFIC | | | 0068 802-05702 180.000 m | 41.00000 7380.00| 19.35000 3483.00| 22.00000 3960.00 SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0069 802-76035 43.800 m2 | 335.00000 14673.00| 144.55000 6331.29| 125.00000 5475.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0070 804-06771 573.000 EACH| 20.55000 11775.15| 24.75000 14181.75| 23.00000 13179.00 DELINEATOR POST, FLEXIBLE | | | 0071 805-05406 2.000 EACH| 17690.00000 35380.00| 16720.00000 33440.00| 18000.00000 36000.00 DATA COLLECTION SITE , 4 LANE | | | 0072 808-03631 308.000 m | 3.40000 1047.20| 3.15000 970.20| 3.15000 970.20 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0073 808-03632 289.000 m | 3.40000 982.60| 3.15000 910.35| 3.15000 910.35 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0074 808-06702 4743.000 m | 1.00000 4743.00| 0.92000 4363.56| 0.95000 4505.85 LINE, THERMOPLASTIC, BROKEN, WHITE, 125 | | | mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 179 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,070,115.79 ROUTE : I-65 CALL ORDER : 179 CONTRACT ID : R -24520-A COUNTIES : JASPER LETTING DATE : 04/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 35-1212938 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 808-06703 21659.000 m | 0.79000 17110.61| 0.75000 16244.25| 0.80000 17327.20 LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0076 808-06705 1507.000 m | 1.56000 2350.92| 1.45000 2185.15| 1.50000 2260.50 LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0077 808-06716 453.000 m | 1.06000 480.18| 1.00000 453.00| 1.10000 498.30 LINE, REMOVE | | | 0078 808-74811 58.000 m | 4.22000 244.76| 3.95000 229.10| 4.00000 232.00 LINE, EPOXY, BROKEN, WHITE, 125 mm | | | 0079 808-75053 22.000 m | 11.00000 242.00| 10.30000 226.60| 10.50000 231.00 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 200 mm | | | 0080 808-75067 11.000 m | 33.06000 363.66| 30.95000 340.45| 31.00000 341.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | STOP LINE, 600 mm | | | 0081 808-75071 2.000 EACH| 183.00000 366.00| 171.60000 343.20| 175.00000 350.00 PAVEMENT MESSAGE MARKINGS, PREFORMED | | | PLASTIC LANE INDICATION ARROW | | | 0082 808-75245 21329.000 m | 0.79000 16849.91| 0.75000 15996.75| 0.80000 17063.20 LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0083 808-75260 64.000 m | 4.83000 309.12| 4.80000 307.20| 4.50000 288.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | 0084 808-75272 130.000 m | 9.60000 1248.00| 9.50000 1235.00| 9.00000 1170.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 600 mm | | | 0085 808-75297 31.500 m | 9.60000 302.40| 9.50000 299.25| 9.00000 283.50 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0086 808-75320 4.000 EACH| 53.30000 213.20| 50.00000 200.00| 50.00000 200.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0087 808-75996 1153.000 EACH| 2.78000 3205.34| 2.60000 2997.80| 10.00000 11530.00 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0088 808-75998 1153.000 EACH| 23.30000 26864.90| 22.05000 25423.65| 22.00000 25366.00 SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0089 808-91662 5.000 m | 16.10000 80.50| 15.00000 75.00| 15.20000 76.00 TRANSVERSE MARKINGS, PREFORMED PLASTIC, | | | SOLID, WHITE, CROSSHATCH LINE, 300 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 179 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 3,070,115.79 ROUTE : I-65 CALL ORDER : 179 CONTRACT ID : R -24520-A COUNTIES : JASPER LETTING DATE : 04/18/00 10:00 AM DISTRICT : LAPORTE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-0918397 |(2) 35-1917625 |(3) 35-1212938 |RIETH RILEY CONSTRUCTION |MILESTONE CONTRACTORS, L.P. |ATLAS EXCAVATING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 808-97150 3.000 EACH| 57.78000 173.34| 54.00000 162.00| 54.50000 163.50 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WRONG WAY ARROW | | | 0091 601-04746 1.000 EACH| 9000.00000 9000.00| 8505.00000 8505.00| 5500.00000 5500.00 ENERGY ABSORBING TERMINAL, CZ | | | 0092 108-01614 LUMP| 6055.00000 6055.00| 4400.00000 4400.00| 6000.00000 6000.00 PARTNERING OVERHEAD | | | 0093 801-09133 2.000 EACH| 5530.00000 11060.00| 5375.00000 10750.00| 6000.00000 12000.00 TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0094 203-02000 2900.000 m3 | 16.00000 46400.00| 14.50000 42050.00| 15.00000 43500.00 EXCAVATION, COMMON | | | 0095 610-06257 176.000 m2 | 44.40000 7814.40| 54.10000 9521.60| 65.00000 11440.00 REINFORCED CONCRETE BRIDGE APPROACH, | | | 250 mm | | | SECTION TOTALS | $ 2,342,341.14| $ 2,419,984.08| $ 2,673,421.88 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,342,341.14| $ 2,419,984.08| $ 2,673,421.88 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 185 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,399,514.03 ROUTE : I-65 CALL ORDER : 185 CONTRACT ID : R -24552-A COUNTIES : CLARK LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 06/01/01 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 0651160 0651135 0651147 OTHERS SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 99-9995983 GRADEX/BEATY JOINT VENTURE $ 9,529,407.76 100.0000% 2 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 9,607,594.00 100.8204% 3 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 10,291,241.46 107.9945% 4 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 10,471,683.11 109.8880% 5 35-1917625 MILESTONE CONTRACTORS, L.P. $ 11,780,000.00 123.6173% ==================================================================================================================================== |(1) 99-9995983 |(2) 35-2040801 |(3) 35-1618530 |GRADEX/BEATY JOINT VENTURE |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 16.000 MOS | 1275.00000 20400.00| 1500.00000 24000.00| 1300.00000 20800.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 210000.00000 210000.00| 135000.00000 135000.00| 155000.00000 155000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 475000.00000 475000.00| 480000.00000 480000.00| 515000.00000 515000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 360000.00000 360000.00| 283666.12000 283666.12| 410000.00000 410000.00 CLEARING RIGHT OF WAY | | | 0006 202-02240 5600.000 m2 | 6.60000 36960.00| 0.50000 2800.00| 4.00000 22400.00 PAVEMENT, REMOVE | | | 0007 202-03000 LUMP| 97000.00000 97000.00| 124000.00000 124000.00| 80000.00000 80000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 2 | | | 0008 202-03000 LUMP| 5500.00000 5500.00| 200.00000 200.00| 20000.00000 20000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 2SA | | | 0009 202-03000 LUMP| 31600.00000 31600.00| 38000.00000 38000.00| 15000.00000 15000.00 HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 3 | | | 0010 202-03135 6103.000 m2 | 13.58000 82878.74| 14.90000 90934.70| 13.50000 82390.50 REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0011 202-05545 18400.000 m3 | 48.00000 883200.00| 50.00000 920000.00| 49.25000 906200.00 REGULATED MATERIALS, DISPOSE, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 185 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,399,514.03 ROUTE : I-65 CALL ORDER : 185 CONTRACT ID : R -24552-A COUNTIES : CLARK LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9995983 |(2) 35-2040801 |(3) 35-1618530 |GRADEX/BEATY JOINT VENTURE |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0012 202-05550 10400.000 m3 | 4.32000 44928.00| 3.60000 37440.00| 9.85000 102440.00 REGULATED MATERIALS, REMOVE, C | | | 0013 202-05555 18400.000 m3 | 8.75000 161000.00| 7.00000 128800.00| 9.85000 181240.00 REGULATED MATERIALS, TRANSPORT, C | | | 0014 202-60820 300.000 m2 | 6.25000 1875.00| 8.00000 2400.00| 7.00000 2100.00 SURFACE MILLING, ASPHALT | | | 0015 203-02000 10689.000 m3 | 2.74000 29287.86| 7.50000 80167.50| 15.00000 160335.00 EXCAVATION, COMMON , WETLANDS | | | 0016 203-02000 8000.000 m3 | 3.60000 28800.00| 3.60000 28800.00| 13.00000 104000.00 EXCAVATION, COMMON REGULATED MATERIAL, C| | | 0017 203-02055 172785.000 m3 | 7.15000 1235412.75| 8.12000 1403014.20| 11.00000 1900635.00 EMBANKMENT | | | 0018 205-02224 3552.000 m | 6.73000 23904.96| 6.35000 22555.20| 6.35000 22555.20 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0019 205-02229 75.000 m | 13.41000 1005.75| 12.65000 948.75| 12.65000 948.75 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0020 205-02231 212.000 m | 46.00000 9752.00| 14.00000 2968.00| 30.00000 6360.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0021 205-02234 20.000 EACH| 79.00000 1580.00| 75.00000 1500.00| 75.00000 1500.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0022 205-02236 43.000 EACH| 74.00000 3182.00| 70.00000 3010.00| 70.00000 3010.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0023 211-02050 1400.000 m3 | 21.00000 29400.00| 22.00000 30800.00| 26.50000 37100.00 B BORROW | | | 0024 211-02060 84550.000 m3 | 20.50000 1733275.00| 22.00000 1860100.00| 26.50000 2240575.00 B BORROW FOR STRUCTURE BACKFILL | | | 0025 211-06467 100.000 m3 | 29.00000 2900.00| 45.00000 4500.00| 25.00000 2500.00 AGGREGATE FOR END BENT BACKFILL | | | 0026 212-06281 8301.000 m3 | 2.76000 22910.76| 2.50000 20752.50| 4.00000 33204.00 STOCKPILED SELECTED MATERIAL | | | 0027 212-06282 7471.000 m3 | 2.76000 20619.96| 3.00000 22413.00| 4.50000 33619.50 STOCKPILED SELECTED MATERIAL, SALVAGED | | | 0028 303-52308 550.000 Mg | 12.85000 7067.50| 15.00000 8250.00| 15.00000 8250.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0029 601-94689 1.000 EACH| 3600.00000 3600.00| 3600.00000 3600.00| 3600.00000 3600.00 GUARDRAIL END TREATMENT, OS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 185 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,399,514.03 ROUTE : I-65 CALL ORDER : 185 CONTRACT ID : R -24552-A COUNTIES : CLARK LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9995983 |(2) 35-2040801 |(3) 35-1618530 |GRADEX/BEATY JOINT VENTURE |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0030 601-99105 15.240 m | 40.00000 609.60| 38.00000 579.12| 38.00000 579.12 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 601-99106 295.000 m | 61.00000 17995.00| 60.50000 17847.50| 60.50000 17847.50 GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0032 602-06729 20.000 EACH| 9.00000 180.00| 9.00000 180.00| 9.00000 180.00 BARRIER DELINEATOR | | | 0033 603-03398 1050.000 m | 31.00000 32550.00| 30.30000 31815.00| 30.30000 31815.00 FENCE, RELOCATE | | | 0034 603-06045 3077.000 m | 35.00000 107695.00| 27.95000 86002.15| 27.95000 86002.15 FENCE, CHAIN LINK, 1220 mm | | | 0035 608-05741 30912.000 m | 1.63000 50386.56| 1.39000 42967.68| 3.70000 114374.40 WICK DRAIN | | | 0036 608-96298 5573.000 m3 | 21.55000 120098.15| 19.00000 105887.00| 24.00000 133752.00 SAND DRAIN BLANKET | | | 0037 610-05527 320.000 Mg | 51.45000 16464.00| 45.00000 14400.00| 52.50000 16800.00 HMA FOR APPROACHES | | | 0038 615-06490 1.000 EACH| 111.00000 111.00| 110.00000 110.00| 110.00000 110.00 RIGHT OF WAY MARKER | | | 0039 615-06505 4.000 EACH| 402.00000 1608.00| 500.00000 2000.00| 400.00000 1600.00 MONUMENT, B | | | 0040 615-06510 12.000 EACH| 350.00000 4200.00| 345.00000 4140.00| 345.00000 4140.00 MONUMENT, C | | | 0041 616-02320 463.000 m2 | 1.70000 787.10| 3.40000 1574.20| 2.00000 926.00 GEOTEXTILES | | | 0042 616-06405 151.000 Mg | 18.80000 2838.80| 24.00000 3624.00| 25.00000 3775.00 RIPRAP, REVETMENT | | | 0043 617-04488 29790.000 m2 | 4.22000 125713.80| 6.00000 178740.00| 4.50000 134055.00 GEOGRID, SUBGRADE | | | 0044 621-01004 4.000 EACH| 685.00000 2740.00| 650.00000 2600.00| 650.00000 2600.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-04258 72.400 kg | 7.93000 574.13| 7.55000 546.62| 7.55000 546.62 SEED MIXTURE , ANNUAL RYEGRASS | | | 0046 621-06545 16.200 Mg | 593.25000 9610.65| 565.00000 9153.00| 565.00000 9153.00 FERTILIZER | | | 0047 621-06554 576.000 kg | 9.14000 5264.64| 8.70000 5011.20| 8.70000 5011.20 SEED MIXTURE, U | | | 0048 621-06555 145.000 kg | 14.91000 2161.95| 14.20000 2059.00| 14.20000 2059.00 SEED MIXTURE, P | | | 0049 621-06557 940.000 kg | 12.13000 11402.20| 11.55000 10857.00| 11.65000 10951.00 SEED MIXTURE, T | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 185 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,399,514.03 ROUTE : I-65 CALL ORDER : 185 CONTRACT ID : R -24552-A COUNTIES : CLARK LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9995983 |(2) 35-2040801 |(3) 35-1618530 |GRADEX/BEATY JOINT VENTURE |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0050 621-06565 76.500 Mg | 504.00000 38556.00| 480.00000 36720.00| 480.00000 36720.00 MULCHING MATERIAL | | | 0051 621-06737 24.600 kg | 80.27000 1974.64| 76.45000 1880.67| 76.45000 1880.67 SEED MIXTURE, EMERGENT WETLAND | | | 0052 622-05653 3000.000 EACH| 4.73000 14190.00| 4.50000 13500.00| 4.50000 13500.00 PLANT, GROUND COVER | | | 0053 622-91786 3200.000 EACH| 9.72000 31104.00| 9.25000 29600.00| 9.25000 29600.00 SEEDLING | | | 0054 701-02936 476.000 m | 170.00000 80920.00| 175.00000 83300.00| 180.00000 85680.00 PILE, STEEL H, HP 360 X 132 | | | 0055 701-02936 259.100 m | 166.00000 43010.60| 155.00000 40160.50| 110.00000 28501.00 PILE, STEEL H, HP 360 X 132 , STR. NO. 3| | | 0056 701-91792 28.000 EACH| 130.00000 3640.00| 105.00000 2940.00| 100.00000 2800.00 PILE TIP, STEEL H | | | 0057 701-91792 12.000 EACH| 110.00000 1320.00| 100.00000 1200.00| 100.00000 1200.00 PILE TIP, STEEL H Str. No. 2 | | | 0058 701-91792 10.000 EACH| 127.00000 1270.00| 105.00000 1050.00| 90.00000 900.00 PILE TIP, STEEL H Str. No. 3 | | | 0059 701-93658 168.000 m | 157.00000 26376.00| 170.00000 28560.00| 240.00000 40320.00 PILE, STEEL H, HP 310 X 93 Str. No. 2 | | | 0060 702-04325 LUMP| 154971.00000 154971.00| 20000.00000 20000.00| 25000.00000 25000.00 TEMPORARY SHORING | | | 0061 702-90915 17.150 m3 | 1125.00000 19293.75| 500.00000 8575.00| 550.00000 9432.50 CONCRETE, A | | | 0062 703-51032 61436.000 kg | 1.18000 72494.48| 1.25000 76795.00| 1.20000 73723.20 REINFORCING STEEL, EPOXY COATED | | | 0063 703-97936 388.000 EACH| 12.50000 4850.00| 12.00000 4656.00| 12.50000 4850.00 THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0064 704-51002 393.600 m3 | 470.00000 184992.00| 500.00000 196800.00| 300.00000 118080.00 CONCRETE, C, SUPERSTRUCTURE | | | 0065 706-51020 29.200 m3 | 585.00000 17082.00| 500.00000 14600.00| 300.00000 8760.00 CONCRETE, C, RAILING | | | 0066 707-05992 326.200 m | 315.00000 102753.00| 450.00000 146790.00| 480.00000 156576.00 STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1372 mm X 1524 mm | | | 0067 709-51821 LUMP| 5400.00000 5400.00| 5320.00000 5320.00| 5320.00000 5320.00 SURFACE SEAL | | | 0068 714-04854 45.000 m | 1073.00000 48285.00| 900.00000 40500.00| 850.00000 38250.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2100 mm X 900 mm | | | 0069 714-93641 67.000 m | 707.00000 47369.00| 680.00000 45560.00| 500.00000 33500.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 900 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 185 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,399,514.03 ROUTE : I-65 CALL ORDER : 185 CONTRACT ID : R -24552-A COUNTIES : CLARK LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9995983 |(2) 35-2040801 |(3) 35-1618530 |GRADEX/BEATY JOINT VENTURE |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 714-93978 36.000 m | 618.00000 22248.00| 570.00000 20520.00| 500.00000 18000.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 600 mm | | | 0071 714-99348 46.200 m | 787.00000 36359.40| 720.00000 33264.00| 670.00000 30954.00 CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 900 mm | | | 0072 715-05119 307.400 m | 72.00000 22132.80| 80.00000 24592.00| 55.00000 16907.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0073 715-05149 4.880 m | 67.00000 326.96| 120.00000 585.60| 100.00000 488.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0074 715-05151 551.500 m | 71.40000 39377.10| 80.00000 44120.00| 58.00000 31987.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0075 715-05152 313.100 m | 78.11000 24456.24| 90.00000 28179.00| 65.00000 20351.50 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0076 715-05154 67.000 m | 104.00000 6968.00| 110.00000 7370.00| 100.00000 6700.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0077 715-05156 35.800 m | 129.00000 4618.20| 130.00000 4654.00| 125.00000 4475.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0078 715-05168 22.500 m | 66.00000 1485.00| 75.00000 1687.50| 75.00000 1687.50 PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0079 715-05407 112.000 m | 43.00000 4816.00| 47.00000 5264.00| 23.00000 2576.00 PIPE, END BENT DRAIN, 150 mm | | | 0080 715-46000 2.000 EACH| 280.00000 560.00| 160.00000 320.00| 350.00000 700.00 PIPE END SECTION, 300 mm | | | 0081 715-46005 29.000 EACH| 360.00000 10440.00| 225.00000 6525.00| 450.00000 13050.00 PIPE END SECTION, 375 mm | | | 0082 715-46010 11.000 EACH| 400.00000 4400.00| 275.00000 3025.00| 500.00000 5500.00 PIPE END SECTION, 450 mm | | | 0083 715-46015 3.000 EACH| 515.00000 1545.00| 325.00000 975.00| 520.00000 1560.00 PIPE END SECTION, 525 mm | | | 0084 715-46020 3.000 EACH| 535.00000 1605.00| 425.00000 1275.00| 550.00000 1650.00 PIPE END SECTION, 600 mm | | | 0085 715-46030 2.000 EACH| 800.00000 1600.00| 550.00000 1100.00| 700.00000 1400.00 PIPE END SECTION, 750 mm | | | 0086 715-99178 21.950 m | 104.00000 2282.80| 110.00000 2414.50| 75.00000 1646.25 PIPE, REINFORCED CONCRETE, 600 mm | | | 0087 720-45041 4.000 EACH| 1590.00000 6360.00| 2500.00000 10000.00| 1700.00000 6800.00 INLET, H5 | | | 0088 720-45065 8.000 EACH| 1800.00000 14400.00| 1600.00000 12800.00| 4000.00000 32000.00 INLET, N12 | | | 0089 720-45070 2.000 EACH| 1170.00000 2340.00| 1520.00000 3040.00| 3800.00000 7600.00 INLET, P12A | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 185 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,399,514.03 ROUTE : I-65 CALL ORDER : 185 CONTRACT ID : R -24552-A COUNTIES : CLARK LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9995983 |(2) 35-2040801 |(3) 35-1618530 |GRADEX/BEATY JOINT VENTURE |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 720-45075 1.000 EACH| 1485.00000 1485.00| 1300.00000 1300.00| 2500.00000 2500.00 INLET, R13 | | | 0091 720-45141 36.000 EACH| 1695.00000 61020.00| 2500.00000 90000.00| 1700.00000 61200.00 INLET, H5, MODIFIED | | | 0092 720-45410 5.000 EACH| 1915.00000 9575.00| 2000.00000 10000.00| 1700.00000 8500.00 MANHOLE, C4 | | | 0093 728-98377 LUMP| 1700.00000 1700.00| 1680.00000 1680.00| 1900.00000 1900.00 MASONRY COATING | | | 0094 731-93945 11934.000 m2 | 107.00000 1276938.00| 101.00000 1205334.00| 103.00000 1229202.00 FACE PANELS, CONCRETE | | | 0095 731-93946 11934.000 m2 | 38.75000 462442.50| 60.00000 716040.00| 7.50000 89505.00 WALL ERECTION | | | 0096 731-93947 2170.000 m | 125.00000 271250.00| 52.00000 112840.00| 22.00000 47740.00 LEVELING PAD, CONCRETE | | | 0097 801-04308 2.000 EACH| 1045.00000 2090.00| 465.00000 930.00| 530.00000 1060.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0098 801-06606 5.000 EACH| 415.00000 2075.00| 150.00000 750.00| 195.00000 975.00 BARRICADE, IIIB | | | 0099 801-06608 76.000 EACH| 415.00000 31540.00| 300.00000 22800.00| 555.00000 42180.00 BARRICADE, III, PERMANENT | | | 0100 801-06625 6.000 EACH| 300.00000 1800.00| 130.00000 780.00| 125.00000 750.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0101 801-06640 14.000 EACH| 200.00000 2800.00| 200.00000 2800.00| 175.00000 2450.00 CONSTRUCTION SIGN, A | | | 0102 801-06645 2.000 EACH| 61.00000 122.00| 50.00000 100.00| 50.00000 100.00 CONSTRUCTION SIGN, B | | | 0103 801-06775 LUMP| 71650.00000 71650.00| 50000.00000 50000.00| 100000.00000 100000.00 MAINTAINING TRAFFIC | | | 0104 802-02293 6.200 m3 | 505.00000 3131.00| 481.04000 2982.45| 600.00000 3720.00 CONCRETE, SIGN FOUNDATION | | | 0105 802-05701 35.050 m | 39.25000 1375.71| 37.39000 1310.52| 8.00000 280.40 SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0106 802-76025 0.560 m2 | 794.00000 444.64| 756.05000 423.39| 200.00000 112.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0107 802-76035 7.020 m2 | 134.00000 940.68| 127.51000 895.12| 200.00000 1404.00 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0108 803-02310 539.000 kg | 1.95000 1051.05| 1.85000 997.15| 2.50000 1347.50 REINFORCING STEEL, SIGN FOUNDATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 185 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,399,514.03 ROUTE : I-65 CALL ORDER : 185 CONTRACT ID : R -24552-A COUNTIES : CLARK LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9995983 |(2) 35-2040801 |(3) 35-1618530 |GRADEX/BEATY JOINT VENTURE |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0109 805-78906 2.000 EACH| 1412.00000 2824.00| 1344.47000 2688.94| 500.00000 1000.00 SIGNAL SUPPORT FOUNDATION, 915 mm X 915 | | | mm X 3.7m | | | 0110 807-04988 10.000 EACH| 210.00000 2100.00| 150.00000 1500.00| 150.00000 1500.00 BOX ASSEMBLY, EASTERN BLUEBIRD | | | 0111 715-05153 73.000 m | 101.00000 7373.00| 115.00000 8395.00| 105.00000 7665.00 PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0112 805-02439 2.000 EACH| 309.00000 618.00| 294.00000 588.00| 300.00000 600.00 CONDUIT RISER, GALVANIZED, 50 mm | | | 0113 805-02658 70.000 m | 100.00000 7000.00| 94.74000 6631.80| 7.00000 490.00 CABLE, COAXIAL | | | 0114 805-04782 1.000 EACH| 28440.00000 28440.00| 27086.18000 27086.18| 10000.00000 10000.00 VIDEO VEHICLE DETECTOR SYSTEM | | | 0115 805-06592 15.000 m | 44.15000 662.25| 42.07000 631.05| 35.00000 525.00 CONDUIT, STEEL, GALVANIZED, 50mm | | | 0116 805-78100 1.000 EACH| 7615.00000 7615.00| 7251.12000 7251.12| 8500.00000 8500.00 CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0117 805-78205 6.000 EACH| 415.00000 2490.00| 397.31000 2383.86| 400.00000 2400.00 TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0118 805-78385 2.000 EACH| 1390.00000 2780.00| 1321.16000 2642.32| 1300.00000 2600.00 SIGNAL, POLE, WOOD, 2, 13.7 m | | | 0119 805-78415 1.000 EACH| 2090.00000 2090.00| 1982.93000 1982.93| 1500.00000 1500.00 SPAN, CATENARY, AND TETHER | | | 0120 805-78420 3.000 EACH| 222.00000 666.00| 211.32000 633.96| 250.00000 750.00 DISCONNECT HANGER | | | 0121 805-78445 1.000 EACH| 440.00000 440.00| 418.46000 418.46| 500.00000 500.00 SIGNAL SERVICE | | | 0122 805-78467 10.000 m | 5.06000 50.60| 4.82000 48.20| 7.00000 70.00 SIGNAL CABLE, 3C 8GA. | | | 0123 805-78485 40.000 m | 3.56000 142.40| 3.39000 135.60| 4.00000 160.00 SIGNAL CABLE, 5C 14GA. | | | 0124 805-78490 55.000 m | 4.02000 221.10| 3.83000 210.65| 4.00000 220.00 SIGNAL CABLE, 7C 14GA. | | | 0125 805-78925 1.000 EACH| 678.00000 678.00| 645.16000 645.16| 1000.00000 1000.00 CONTROLLER CABINET FOUNDATION, P1 | | | 0126 807-02781 1.000 EACH| 1110.00000 1110.00| 1056.35000 1056.35| 900.00000 900.00 LUMINAIRE MAST ARM, 3.1 m | | | 0127 807-02783 1.000 EACH| 888.00000 888.00| 845.08000 845.08| 1000.00000 1000.00 LUMINAIRE MAST ARM, 4.6 m | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 185 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,399,514.03 ROUTE : I-65 CALL ORDER : 185 CONTRACT ID : R -24552-A COUNTIES : CLARK LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 99-9995983 |(2) 35-2040801 |(3) 35-1618530 |GRADEX/BEATY JOINT VENTURE |GOHMANN ASPHALT & CONSTR., I|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0128 807-02784 1.000 EACH| 961.00000 961.00| 915.50000 915.50| 1100.00000 1100.00 LUMINAIRE MAST ARM, 6.1 m | | | 0129 210-05873 LUMP| 21000.00000 21000.00| 2000.00000 2000.00| 25000.00000 25000.00 TESTING , GEOTECHNICAL | | | 0130 202-01347 3.000 EACH| 4200.00000 12600.00| 2700.00000 8100.00| 9800.00000 29400.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE OVER 22800 THROUGH 39000 LITER | | | CAPACITY | | | 0131 202-01347 3.000 EACH| 3675.00000 11025.00| 1670.00000 5010.00| 6000.00000 18000.00 UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE 11400 THROUGH 22800 LITER | | | CAPACITY | | | 0132 202-05571 60.000 EACH| 400.00000 24000.00| 165.00000 9900.00| 225.00000 13500.00 TESTING FOR WASTES | | | 0133 202-05544 1000.000 L | 2.37000 2370.00| 1.00000 1000.00| 0.06000 60.00 REGULATED MATERIALS, DISPOSE, C | | | 0134 202-05549 1000.000 L | 1.05000 1050.00| 1.00000 1000.00| 0.06000 60.00 REGULATED MATERIALS, REMOVE, C | | | 0135 202-05554 1000.000 L | 0.58000 580.00| 1.00000 1000.00| 0.15000 150.00 REGULATED MATERIALS, TRANSPORT, C | | | SECTION TOTALS | $ 9,529,407.76| $ 9,607,594.00| $ 10,291,241.46 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,529,407.76| $ 9,607,594.00| $ 10,291,241.46 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 185 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,399,514.03 ROUTE : I-65 CALL ORDER : 185 CONTRACT ID : R -24552-A COUNTIES : CLARK LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1487672 |(5) 35-1917625 | |MAC CONSTRUCTION & EXCAVATIN|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 BRIDGE REPLACEMENT | | | 0001 105-01925 16.000 MOS | 1200.00000 19200.00| 1680.00000 26880.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 160000.00000 160000.00| 160000.00000 160000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 500000.00000 500000.00| 489984.17000 489984.17| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 300000.00000 300000.00| 250000.00000 250000.00| CLEARING RIGHT OF WAY | | | 0006 202-02240 5600.000 m2 | 4.80000 26880.00| 6.00000 33600.00| PAVEMENT, REMOVE | | | 0007 202-03000 LUMP| 115000.00000 115000.00| 150000.00000 150000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 2 | | | 0008 202-03000 LUMP| 8500.00000 8500.00| 7500.00000 7500.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 2SA | | | 0009 202-03000 LUMP| 40000.00000 40000.00| 45000.00000 45000.00| HOUSES AND BUILDINGS, REMOVE , PARCEL | | | NO. 3 | | | 0010 202-03135 6103.000 m2 | 14.00000 85442.00| 10.00000 61030.00| REGULATED ASBESTOS CONTAINING MATERIALS,| | | REMOVE | | | 0011 202-05545 18400.000 m3 | 78.00000 1435200.00| 65.00000 1196000.00| REGULATED MATERIALS, DISPOSE, C | | | 0012 202-05550 10400.000 m3 | 2.50000 26000.00| 9.00000 93600.00| REGULATED MATERIALS, REMOVE, C | | | 0013 202-05555 18400.000 m3 | 7.00000 128800.00| 10.00000 184000.00| REGULATED MATERIALS, TRANSPORT, C | | | 0014 202-60820 300.000 m2 | 6.90000 2070.00| 7.50000 2250.00| SURFACE MILLING, ASPHALT | | | 0015 203-02000 10689.000 m3 | 8.20000 87649.80| 11.00000 117579.00| EXCAVATION, COMMON , WETLANDS | | | 0016 203-02000 8000.000 m3 | 2.00000 16000.00| 9.15000 73200.00| EXCAVATION, COMMON REGULATED MATERIAL, C| | | 0017 203-02055 172785.000 m3 | 9.70000 1676014.50| 12.20000 2107977.00| EMBANKMENT | | | 0018 205-02224 3552.000 m | 6.35000 22555.20| 6.60000 23443.20| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 185 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,399,514.03 ROUTE : I-65 CALL ORDER : 185 CONTRACT ID : R -24552-A COUNTIES : CLARK LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1487672 |(5) 35-1917625 | |MAC CONSTRUCTION & EXCAVATIN|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 205-02229 75.000 m | 12.65000 948.75| 13.10000 982.50| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0020 205-02231 212.000 m | 23.00000 4876.00| 35.00000 7420.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0021 205-02234 20.000 EACH| 75.00000 1500.00| 77.00000 1540.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0022 205-02236 43.000 EACH| 70.00000 3010.00| 77.00000 3311.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0023 211-02050 1400.000 m3 | 29.00000 40600.00| 26.00000 36400.00| B BORROW | | | 0024 211-02060 84550.000 m3 | 23.00000 1944650.00| 23.50000 1986925.00| B BORROW FOR STRUCTURE BACKFILL | | | 0025 211-06467 100.000 m3 | 31.00000 3100.00| 47.00000 4700.00| AGGREGATE FOR END BENT BACKFILL | | | 0026 212-06281 8301.000 m3 | 2.80000 23242.80| 3.20000 26563.20| STOCKPILED SELECTED MATERIAL | | | 0027 212-06282 7471.000 m3 | 6.40000 47814.40| 3.40000 25401.40| STOCKPILED SELECTED MATERIAL, SALVAGED | | | 0028 303-52308 550.000 Mg | 16.00000 8800.00| 19.20000 10560.00| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0029 601-94689 1.000 EACH| 3100.00000 3100.00| 3800.00000 3800.00| GUARDRAIL END TREATMENT, OS | | | 0030 601-99105 15.240 m | 43.50000 662.94| 40.00000 609.60| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0031 601-99106 295.000 m | 54.00000 15930.00| 63.50000 18732.50| GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0032 602-06729 20.000 EACH| 7.00000 140.00| 9.50000 190.00| BARRIER DELINEATOR | | | 0033 603-03398 1050.000 m | 35.00000 36750.00| 31.80000 33390.00| FENCE, RELOCATE | | | 0034 603-06045 3077.000 m | 30.00000 92310.00| 29.40000 90463.80| FENCE, CHAIN LINK, 1220 mm | | | 0035 608-05741 30912.000 m | 2.50000 77280.00| 2.35000 72643.20| WICK DRAIN | | | 0036 608-96298 5573.000 m3 | 27.00000 150471.00| 27.00000 150471.00| SAND DRAIN BLANKET | | | 0037 610-05527 320.000 Mg | 48.00000 15360.00| 60.00000 19200.00| HMA FOR APPROACHES | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 185 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,399,514.03 ROUTE : I-65 CALL ORDER : 185 CONTRACT ID : R -24552-A COUNTIES : CLARK LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1487672 |(5) 35-1917625 | |MAC CONSTRUCTION & EXCAVATIN|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0038 615-06490 1.000 EACH| 100.00000 100.00| 115.00000 115.00| RIGHT OF WAY MARKER | | | 0039 615-06505 4.000 EACH| 460.00000 1840.00| 420.00000 1680.00| MONUMENT, B | | | 0040 615-06510 12.000 EACH| 460.00000 5520.00| 360.00000 4320.00| MONUMENT, C | | | 0041 616-02320 463.000 m2 | 3.20000 1481.60| 4.00000 1852.00| GEOTEXTILES | | | 0042 616-06405 151.000 Mg | 20.00000 3020.00| 22.00000 3322.00| RIPRAP, REVETMENT | | | 0043 617-04488 29790.000 m2 | 8.50000 253215.00| 5.50000 163845.00| GEOGRID, SUBGRADE | | | 0044 621-01004 4.000 EACH| 650.00000 2600.00| 665.00000 2660.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0045 621-04258 72.400 kg | 7.55000 546.62| 7.80000 564.72| SEED MIXTURE , ANNUAL RYEGRASS | | | 0046 621-06545 16.200 Mg | 565.00000 9153.00| 585.00000 9477.00| FERTILIZER | | | 0047 621-06554 576.000 kg | 8.70000 5011.20| 8.90000 5126.40| SEED MIXTURE, U | | | 0048 621-06555 145.000 kg | 14.20000 2059.00| 14.90000 2160.50| SEED MIXTURE, P | | | 0049 621-06557 940.000 kg | 11.55000 10857.00| 12.00000 11280.00| SEED MIXTURE, T | | | 0050 621-06565 76.500 Mg | 480.00000 36720.00| 500.00000 38250.00| MULCHING MATERIAL | | | 0051 621-06737 24.600 kg | 76.46000 1880.92| 80.00000 1968.00| SEED MIXTURE, EMERGENT WETLAND | | | 0052 622-05653 3000.000 EACH| 4.50000 13500.00| 4.70000 14100.00| PLANT, GROUND COVER | | | 0053 622-91786 3200.000 EACH| 9.25000 29600.00| 9.50000 30400.00| SEEDLING | | | 0054 701-02936 476.000 m | 166.76000 79377.76| 275.00000 130900.00| PILE, STEEL H, HP 360 X 132 | | | 0055 701-02936 259.100 m | 167.42000 43378.52| 260.00000 67366.00| PILE, STEEL H, HP 360 X 132 , STR. NO. 3| | | 0056 701-91792 28.000 EACH| 116.00000 3248.00| 115.00000 3220.00| PILE TIP, STEEL H | | | 0057 701-91792 12.000 EACH| 116.00000 1392.00| 95.00000 1140.00| PILE TIP, STEEL H Str. No. 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 185 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,399,514.03 ROUTE : I-65 CALL ORDER : 185 CONTRACT ID : R -24552-A COUNTIES : CLARK LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1487672 |(5) 35-1917625 | |MAC CONSTRUCTION & EXCAVATIN|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0058 701-91792 10.000 EACH| 121.00000 1210.00| 117.00000 1170.00| PILE TIP, STEEL H Str. No. 3 | | | 0059 701-93658 168.000 m | 141.71000 23807.28| 250.00000 42000.00| PILE, STEEL H, HP 310 X 93 Str. No. 2 | | | 0060 702-04325 LUMP| 27000.00000 27000.00| 12000.00000 12000.00| TEMPORARY SHORING | | | 0061 702-90915 17.150 m3 | 570.00000 9775.50| 2200.00000 37730.00| CONCRETE, A | | | 0062 703-51032 61436.000 kg | 1.36000 83552.96| 1.32000 81095.52| REINFORCING STEEL, EPOXY COATED | | | 0063 703-97936 388.000 EACH| 15.20000 5897.60| 13.40000 5199.20| THREADED TIE BAR ASSEMBLY, EPOXY COATED | | | 0064 704-51002 393.600 m3 | 481.00000 189321.60| 600.00000 236160.00| CONCRETE, C, SUPERSTRUCTURE | | | 0065 706-51020 29.200 m3 | 536.00000 15651.20| 575.00000 16790.00| CONCRETE, C, RAILING | | | 0066 707-05992 326.200 m | 419.80000 136938.76| 530.00000 172886.00| STRUCTURAL MEMBERS, CONCRETE BULB-T | | | BEAM, 1372 mm X 1524 mm | | | 0067 709-51821 LUMP| 5997.00000 5997.00| 5500.00000 5500.00| SURFACE SEAL | | | 0068 714-04854 45.000 m | 370.00000 16650.00| 1000.00000 45000.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 2100 mm X 900 mm | | | 0069 714-93641 67.000 m | 270.00000 18090.00| 520.00000 34840.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 900 mm | | | 0070 714-93978 36.000 m | 260.00000 9360.00| 485.00000 17460.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1200 mm x 600 mm | | | 0071 714-99348 46.200 m | 280.00000 12936.00| 660.00000 30492.00| CULVERT, PRECAST BOX, REINFORCED | | | CONCRETE, 1500 mm x 900 mm | | | 0072 715-05119 307.400 m | 83.00000 25514.20| 90.00000 27666.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0073 715-05149 4.880 m | 130.00000 634.40| 120.00000 585.60| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0074 715-05151 551.500 m | 83.00000 45774.50| 90.00000 49635.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0075 715-05152 313.100 m | 89.00000 27865.90| 100.00000 31310.00| PIPE, TYPE 2, CIRCULAR, 450 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 185 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,399,514.03 ROUTE : I-65 CALL ORDER : 185 CONTRACT ID : R -24552-A COUNTIES : CLARK LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1487672 |(5) 35-1917625 | |MAC CONSTRUCTION & EXCAVATIN|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 715-05154 67.000 m | 108.00000 7236.00| 124.00000 8308.00| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0077 715-05156 35.800 m | 130.00000 4654.00| 140.00000 5012.00| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0078 715-05168 22.500 m | 79.00000 1777.50| 88.00000 1980.00| PIPE, TYPE 3, CIRCULAR, 300 mm | | | 0079 715-05407 112.000 m | 65.00000 7280.00| 22.00000 2464.00| PIPE, END BENT DRAIN, 150 mm | | | 0080 715-46000 2.000 EACH| 390.00000 780.00| 230.00000 460.00| PIPE END SECTION, 300 mm | | | 0081 715-46005 29.000 EACH| 410.00000 11890.00| 250.00000 7250.00| PIPE END SECTION, 375 mm | | | 0082 715-46010 11.000 EACH| 425.00000 4675.00| 275.00000 3025.00| PIPE END SECTION, 450 mm | | | 0083 715-46015 3.000 EACH| 440.00000 1320.00| 300.00000 900.00| PIPE END SECTION, 525 mm | | | 0084 715-46020 3.000 EACH| 530.00000 1590.00| 400.00000 1200.00| PIPE END SECTION, 600 mm | | | 0085 715-46030 2.000 EACH| 540.00000 1080.00| 550.00000 1100.00| PIPE END SECTION, 750 mm | | | 0086 715-99178 21.950 m | 130.00000 2853.50| 100.00000 2195.00| PIPE, REINFORCED CONCRETE, 600 mm | | | 0087 720-45041 4.000 EACH| 2600.00000 10400.00| 1865.00000 7460.00| INLET, H5 | | | 0088 720-45065 8.000 EACH| 3800.00000 30400.00| 2380.00000 19040.00| INLET, N12 | | | 0089 720-45070 2.000 EACH| 3200.00000 6400.00| 1685.00000 3370.00| INLET, P12A | | | 0090 720-45075 1.000 EACH| 1800.00000 1800.00| 1550.00000 1550.00| INLET, R13 | | | 0091 720-45141 36.000 EACH| 2000.00000 72000.00| 1175.00000 42300.00| INLET, H5, MODIFIED | | | 0092 720-45410 5.000 EACH| 2600.00000 13000.00| 2700.00000 13500.00| MANHOLE, C4 | | | 0093 728-98377 LUMP| 1680.00000 1680.00| 1720.00000 1720.00| MASONRY COATING | | | 0094 731-93945 11934.000 m2 | 109.00000 1300806.00| 142.00000 1694628.00| FACE PANELS, CONCRETE | | | 0095 731-93946 11934.000 m2 | 32.50000 387855.00| 58.00000 692172.00| WALL ERECTION | | | 0096 731-93947 2170.000 m | 24.00000 52080.00| 83.00000 180110.00| LEVELING PAD, CONCRETE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 185 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,399,514.03 ROUTE : I-65 CALL ORDER : 185 CONTRACT ID : R -24552-A COUNTIES : CLARK LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1487672 |(5) 35-1917625 | |MAC CONSTRUCTION & EXCAVATIN|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0097 801-04308 2.000 EACH| 610.00000 1220.00| 1050.00000 2100.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0098 801-06606 5.000 EACH| 230.00000 1150.00| 420.00000 2100.00| BARRICADE, IIIB | | | 0099 801-06608 76.000 EACH| 600.00000 45600.00| 420.00000 31920.00| BARRICADE, III, PERMANENT | | | 0100 801-06625 6.000 EACH| 140.00000 840.00| 300.00000 1800.00| DETOUR ROUTE MARKER ASSEMBLY | | | 0101 801-06640 14.000 EACH| 200.00000 2800.00| 200.00000 2800.00| CONSTRUCTION SIGN, A | | | 0102 801-06645 2.000 EACH| 58.00000 116.00| 59.00000 118.00| CONSTRUCTION SIGN, B | | | 0103 801-06775 LUMP| 107000.00000 107000.00| 40000.00000 40000.00| MAINTAINING TRAFFIC | | | 0104 802-02293 6.200 m3 | 580.00000 3596.00| 500.00000 3100.00| CONCRETE, SIGN FOUNDATION | | | 0105 802-05701 35.050 m | 22.00000 771.10| 39.00000 1366.95| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0106 802-76025 0.560 m2 | 155.00000 86.80| 780.00000 436.80| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | 0107 802-76035 7.020 m2 | 165.00000 1158.30| 132.00000 926.64| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | 0108 803-02310 539.000 kg | 2.00000 1078.00| 1.90000 1024.10| REINFORCING STEEL, SIGN FOUNDATION | | | 0109 805-78906 2.000 EACH| 1650.00000 3300.00| 1400.00000 2800.00| SIGNAL SUPPORT FOUNDATION, 915 mm X 915 | | | mm X 3.7m | | | 0110 807-04988 10.000 EACH| 340.00000 3400.00| 160.00000 1600.00| BOX ASSEMBLY, EASTERN BLUEBIRD | | | 0111 715-05153 73.000 m | 90.00000 6570.00| 123.00000 8979.00| PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0112 805-02439 2.000 EACH| 280.00000 560.00| 310.00000 620.00| CONDUIT RISER, GALVANIZED, 50 mm | | | 0113 805-02658 70.000 m | 6.00000 420.00| 100.00000 7000.00| CABLE, COAXIAL | | | 0114 805-04782 1.000 EACH| 33400.00000 33400.00| 28400.00000 28400.00| VIDEO VEHICLE DETECTOR SYSTEM | | | 0115 805-06592 15.000 m | 48.00000 720.00| 44.00000 660.00| CONDUIT, STEEL, GALVANIZED, 50mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 185 -15 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,399,514.03 ROUTE : I-65 CALL ORDER : 185 CONTRACT ID : R -24552-A COUNTIES : CLARK LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1487672 |(5) 35-1917625 | |MAC CONSTRUCTION & EXCAVATIN|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0116 805-78100 1.000 EACH| 8500.00000 8500.00| 7500.00000 7500.00| CONTROLLER AND CABINET, MENU DRIVEN, 8 | | | PHASE | | | 0117 805-78205 6.000 EACH| 450.00000 2700.00| 420.00000 2520.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0118 805-78385 2.000 EACH| 545.00000 1090.00| 1380.00000 2760.00| SIGNAL, POLE, WOOD, 2, 13.7 m | | | 0119 805-78415 1.000 EACH| 1750.00000 1750.00| 2100.00000 2100.00| SPAN, CATENARY, AND TETHER | | | 0120 805-78420 3.000 EACH| 300.00000 900.00| 220.00000 660.00| DISCONNECT HANGER | | | 0121 805-78445 1.000 EACH| 465.00000 465.00| 440.00000 440.00| SIGNAL SERVICE | | | 0122 805-78467 10.000 m | 5.00000 50.00| 5.00000 50.00| SIGNAL CABLE, 3C 8GA. | | | 0123 805-78485 40.000 m | 3.00000 120.00| 3.55000 142.00| SIGNAL CABLE, 5C 14GA. | | | 0124 805-78490 55.000 m | 4.00000 220.00| 4.00000 220.00| SIGNAL CABLE, 7C 14GA. | | | 0125 805-78925 1.000 EACH| 650.00000 650.00| 675.00000 675.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0126 807-02781 1.000 EACH| 800.00000 800.00| 1100.00000 1100.00| LUMINAIRE MAST ARM, 3.1 m | | | 0127 807-02783 1.000 EACH| 950.00000 950.00| 890.00000 890.00| LUMINAIRE MAST ARM, 4.6 m | | | 0128 807-02784 1.000 EACH| 1300.00000 1300.00| 935.00000 935.00| LUMINAIRE MAST ARM, 6.1 m | | | 0129 210-05873 LUMP| 7200.00000 7200.00| 12000.00000 12000.00| TESTING , GEOTECHNICAL | | | 0130 202-01347 3.000 EACH| 2800.00000 8400.00| 7500.00000 22500.00| UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE OVER 22800 THROUGH 39000 LITER | | | CAPACITY | | | 0131 202-01347 3.000 EACH| 1700.00000 5100.00| 7500.00000 22500.00| UNDERGROUND STORAGE TANK, REMOVE AND | | | DISPOSE 11400 THROUGH 22800 LITER | | | CAPACITY | | | 0132 202-05571 60.000 EACH| 225.00000 13500.00| 165.00000 9900.00| TESTING FOR WASTES | | | 0133 202-05544 1000.000 L | 1.16000 1160.00| 3.00000 3000.00| REGULATED MATERIALS, DISPOSE, C | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 185 -16 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,399,514.03 ROUTE : I-65 CALL ORDER : 185 CONTRACT ID : R -24552-A COUNTIES : CLARK LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1487672 |(5) 35-1917625 | |MAC CONSTRUCTION & EXCAVATIN|MILESTONE CONTRACTORS, L.P. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0134 202-05549 1000.000 L | 0.92000 920.00| 3.00000 3000.00| REGULATED MATERIALS, REMOVE, C | | | 0135 202-05554 1000.000 L | 0.23000 230.00| 3.00000 3000.00| REGULATED MATERIALS, TRANSPORT, C | | | SECTION TOTALS | $ 10,471,683.11| $ 11,780,000.00| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,471,683.11| $ 11,780,000.00| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 197 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,739,321.13 ROUTE : US 50 AND SR 37 CALL ORDER : 197 CONTRACT ID : R -24635-A COUNTIES : LAWRENCE LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 130 WORK DAYS CONTRACT DESCRIPTION : RURAL PROJECT(S) : 095500H 0955005 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1418333 ROGERS GROUP, INC. $ 5,595,037.50 100.0000% 2 35-0918397 RIETH RILEY CONSTRUCTION $ 5,821,155.30 104.0413% ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0918397 | |ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 10.000 MOS | 800.00000 8000.00| 1750.00000 17500.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 17000.00000 17000.00| 57500.00000 57500.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 126190.23000 126190.23| 150000.00000 150000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-02858 165.000 m | 26.70000 4405.50| 12.00000 1980.00| DITCH CLEANING , PAVED SIDE DITCH | | | 0005 201-06587 0.460 ha | 28600.00000 13156.00| 15000.00000 6900.00| CLEARING AND GRUBBING , FORESLOPE | | | 0006 201-52370 LUMP| 40000.00000 40000.00| 40000.00000 40000.00| CLEARING RIGHT OF WAY | | | 0007 202-02240 316.000 m2 | 8.20000 2591.20| 7.50000 2370.00| PAVEMENT, REMOVE | | | 0008 202-02241 8606.200 m | 8.40000 72292.08| 8.25000 71001.15| GUARDRAIL, REMOVE | | | 0009 202-02245 2.000 EACH| 1100.00000 2200.00| 215.00000 430.00| TREE, 150 mm, REMOVE | | | 0010 202-02250 1.000 EACH| 1100.00000 1100.00| 275.00000 275.00| TREE, 250 mm, REMOVE | | | 0011 202-02271 17.000 EACH| 2100.00000 35700.00| 280.00000 4760.00| HEADWALL, REMOVE | | | 0012 202-60820 55360.000 m2 | 0.75000 41520.00| 0.70000 38752.00| SURFACE MILLING, ASPHALT | | | 0013 202-60822 1885.000 m2 | 1.70000 3204.50| 3.40000 6409.00| SURFACE MILLING, PORTLAND CEMENT | | | CONCRETE | | | 0014 202-91385 33.000 EACH| 2600.00000 85800.00| 540.00000 17820.00| INLET, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 197 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,739,321.13 ROUTE : US 50 AND SR 37 CALL ORDER : 197 CONTRACT ID : R -24635-A COUNTIES : LAWRENCE LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0918397 | |ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 203-02080 23.102 km | 2500.00000 57755.00| 2750.00000 63530.50| LINEAR GRADING | | | 0016 203-05469 4.000 EACH| 6600.00000 26400.00| 2900.00000 11600.00| GRADING OF CROSSOVER | | | 0017 203-05469 25.000 EACH| 3600.00000 90000.00| 5006.00000 125150.00| GRADING OF TURNLANE | | | 0018 203-91878 412.000 m | 25.15000 10361.80| 9.00000 3708.00| LINEAR DITCH GRADING | | | 0019 205-02224 1545.000 m | 5.00000 7725.00| 4.80000 7416.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0020 205-02229 100.500 m | 8.50000 854.25| 8.50000 854.25| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0021 205-02231 12.000 m | 46.80000 561.60| 190.00000 2280.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0022 205-02234 8.000 EACH| 63.20000 505.60| 63.00000 504.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0023 205-02236 20.000 EACH| 58.00000 1160.00| 57.00000 1140.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0024 205-03371 35.000 m3 | 22.00000 770.00| 45.00000 1575.00| SEDIMENT REMOVE | | | 0025 211-02060 159.000 m3 | 29.00000 4611.00| 36.50000 5803.50| B BORROW FOR STRUCTURE BACKFILL | | | 0026 213-52830 4.500 m3 | 1200.00000 5400.00| 75.00000 337.50| FLOWABLE MORTAR | | | 0027 303-52308 4235.000 Mg | 12.00000 50820.00| 18.15000 76865.25| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0028 305-05204 195.000 Mg | 67.00000 13065.00| 105.00000 20475.00| HMA FOR PATCHING | | | 0029 305-05731 739.000 Mg | 44.00000 32516.00| 43.00000 31777.00| WIDENING WITH QC/QA HMA | | | 0030 401-05437 9716.000 Mg | 33.80000 328400.80| 36.00000 349776.00| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0031 401-05455 25184.000 Mg | 30.40000 765593.60| 37.00000 931808.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0032 401-05456 14937.000 Mg | 44.80000 669177.60| 48.00000 716976.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 197 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,739,321.13 ROUTE : US 50 AND SR 37 CALL ORDER : 197 CONTRACT ID : R -24635-A COUNTIES : LAWRENCE LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0918397 | |ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 401-05459 1242.000 Mg | 34.40000 42724.80| 37.40000 46450.80| QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0034 401-05463 11655.000 Mg | 32.10000 374125.50| 39.00000 454545.00| QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0035 401-05464 9490.000 Mg | 38.60000 366314.00| 47.00000 446030.00| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0036 401-06264 LUMP| 10000.00000 10000.00| 5700.00000 5700.00| PROFILOGRAPH, HMA | | | 0037 402-05495 92.000 Mg | 32.50000 2990.00| 49.00000 4508.00| HMA WEDGE AND LEVEL | | | 0038 406-05520 155.320 Mg | 200.00000 31064.00| 175.00000 27181.00| ASPHALT FOR TACK COAT | | | 0039 506-06333 1430.000 m2 | 150.00000 214500.00| 104.00000 148720.00| PCCP PATCHING, FULL DEPTH | | | 0040 601-01522 10.000 EACH| 1220.00000 12200.00| 1200.00000 12000.00| GUARDRAIL TRANSITION TYPE TGB | | | 0041 601-01625 1.000 EACH| 1400.00000 1400.00| 1400.00000 1400.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0042 601-01700 1.000 EACH| 1900.00000 1900.00| 1700.00000 1700.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0043 601-01740 1.000 EACH| 1900.00000 1900.00| 1650.00000 1650.00| GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 4 | | | 0044 601-05999 17.000 EACH| 50.00000 850.00| 31.00000 527.00| CURVED TERMINAL END | | | 0045 601-06037 1.000 EACH| 660.00000 660.00| 650.00000 650.00| GUARDRAIL END TREATMENT, I | | | 0046 601-92948 41.260 m | 10.00000 412.60| 9.25000 381.66| GUARDRAIL, ADJUST HEIGHT | | | 0047 601-94689 12.000 EACH| 3500.00000 42000.00| 3150.00000 37800.00| GUARDRAIL END TREATMENT, OS | | | 0048 601-94690 6.000 EACH| 3300.00000 19800.00| 3150.00000 18900.00| GUARDRAIL END TREATMENT, MS | | | 0049 601-99105 6893.755 m | 40.00000 275750.20| 35.40000 244038.93| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0050 601-99106 30.480 m | 59.50000 1813.56| 56.00000 1706.88| GUARDRAIL, W BEAM, 0.952 m SPACING | | | 0051 601-99108 381.000 m | 61.00000 23241.00| 60.00000 22860.00| GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 197 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,739,321.13 ROUTE : US 50 AND SR 37 CALL ORDER : 197 CONTRACT ID : R -24635-A COUNTIES : LAWRENCE LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0918397 | |ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 607-06175 5.000 m | 315.00000 1575.00| 190.00000 950.00| GUTTER, CONCRETE | | | 0053 610-05527 3446.000 Mg | 45.60000 157137.60| 59.00000 203314.00| HMA FOR APPROACHES | | | 0054 611-06497 7.000 EACH| 115.00000 805.00| 115.00000 805.00| MAILBOX ASSEMBLY, SINGLE | | | 0055 615-06525 2.000 EACH| 500.00000 1000.00| 260.00000 520.00| CASTING ADJUSTED TO GRADE, MONUMENT | | | 0056 616-02320 4677.000 m2 | 5.50000 25723.50| 2.20000 10289.40| GEOTEXTILES | | | 0057 616-06405 1107.000 Mg | 40.00000 44280.00| 43.00000 47601.00| RIPRAP, REVETMENT | | | 0058 616-06451 1262.000 Mg | 36.25000 45747.50| 42.00000 53004.00| RIPRAP, UNIFORM | | | 0059 621-01004 2.000 EACH| 750.00000 1500.00| 750.00000 1500.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0060 621-01597 4745.000 m2 | 2.00000 9490.00| 1.90000 9015.50| EROSION CONTROL, MAT | | | 0061 621-06545 2.970 Mg | 550.00000 1633.50| 525.00000 1559.25| FERTILIZER | | | 0062 621-06553 627.000 kg | 7.30000 4577.10| 34.20000 21443.40| SEED MIXTURE, R | | | 0063 621-06565 14.800 Mg | 420.00000 6216.00| 420.00000 6216.00| MULCHING MATERIAL | | | 0064 621-06567 49.000 kL | 0.50000 24.50| 1.00000 49.00| WATER | | | 0065 621-06575 2746.000 m2 | 4.00000 10984.00| 5.50000 15103.00| SODDING, NURSERY | | | 0066 715-01662 178.000 m | 31.60000 5624.80| 17.00000 3026.00| PIPE CLEANING, 300mm TO 1200mm DIA | | | 0067 715-02837 25.500 m | 370.00000 9435.00| 375.00000 9562.50| PIPE, POLYETHYLENE LINER, 250 mm | | | 0068 715-05053 1928.000 m | 26.30000 50706.40| 26.00000 50128.00| PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0069 715-05149 106.800 m | 103.00000 11000.40| 65.00000 6942.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0070 715-05151 76.600 m | 110.00000 8426.00| 45.00000 3447.00| PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0071 715-05203 39144.400 m | 7.70000 301411.88| 6.00000 234866.40| PIPE, TYPE 4, CIRCULAR, 100 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 197 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,739,321.13 ROUTE : US 50 AND SR 37 CALL ORDER : 197 CONTRACT ID : R -24635-A COUNTIES : LAWRENCE LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0918397 | |ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 715-05595 6.900 m | 420.00000 2898.00| 100.00000 690.00| PIPE EXTENSION, CIRCULAR, 375 mm , CORR.| | | STEEL, FBBC, 1.63mm | | | 0073 715-05595 2.400 m | 420.00000 1008.00| 150.00000 360.00| PIPE EXTENSION, CIRCULAR, 375 mm , RCP | | | III, D0.3=65 | | | 0074 715-05596 1.800 m | 420.00000 756.00| 175.00000 315.00| PIPE EXTENSION, CIRCULAR, 450 mm , CORR.| | | STEEL, FBBC, 1.63mm | | | 0075 715-05596 2.400 m | 640.00000 1536.00| 180.00000 432.00| PIPE EXTENSION, CIRCULAR, 450 mm , RCP | | | III, D0.3=65 | | | 0076 715-05597 0.900 m | 1250.00000 1125.00| 250.00000 225.00| PIPE EXTENSION, CIRCULAR, 600 mm , RCP | | | III, D0.3=65 | | | 0077 715-05756 20.300 m | 420.00000 8526.00| 185.00000 3755.50| PIPE EXTENSION, CIRCULAR, 300 mm , CORR.| | | STEEL, FBBC, 1.63mm | | | 0078 715-06611 3.000 m | 620.00000 1860.00| 250.00000 750.00| PIPE EXRENSION, DEFROMED, 0.15 m2 , | | | CORR. STEEL, FBBC, 1.63mm | | | 0079 715-26744 1.000 EACH| 5400.00000 5400.00| 4200.00000 4200.00| GRATED BOX END SECTION, II, 10:1, 525 | | | mm x 375 mm | | | 0080 715-46000 11.000 EACH| 230.00000 2530.00| 400.00000 4400.00| PIPE END SECTION, 300 mm | | | 0081 715-46005 7.000 EACH| 260.00000 1820.00| 425.00000 2975.00| PIPE END SECTION, 375 mm | | | 0082 715-46010 1.000 EACH| 320.00000 320.00| 450.00000 450.00| PIPE END SECTION, 450 mm | | | 0083 715-46020 1.000 EACH| 450.00000 450.00| 550.00000 550.00| PIPE END SECTION, 600 mm | | | 0084 715-92459 2.000 EACH| 520.00000 1040.00| 200.00000 400.00| PIPE END SECTION, REINSTALL | | | 0085 715-94424 91.000 m | 380.00000 34580.00| 400.00000 36400.00| PIPE, POLYETHYLENE LINER, 800 mm | | | 0086 715-95490 1.800 m | 400.00000 720.00| 135.00000 243.00| PIPE, RELAID, 375 mm | | | 0087 718-06526 4522.000 Mg | 28.80000 130233.60| 37.05000 167540.10| HMA FOR UNDERDRAINS | | | 0088 718-06528 58.000 EACH| 650.00000 37700.00| 630.00000 36540.00| OUTLET PROTECTOR, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 197 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,739,321.13 ROUTE : US 50 AND SR 37 CALL ORDER : 197 CONTRACT ID : R -24635-A COUNTIES : LAWRENCE LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0918397 | |ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0089 718-06531 143.000 EACH| 600.00000 85800.00| 600.00000 85800.00| OUTLET PROTECTOR, 3 | | | 0090 718-06532 3000.000 m | 1.00000 3000.00| 1.00000 3000.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0091 718-52610 2380.000 m3 | 34.50000 82110.00| 34.00000 80920.00| AGGREGATE FOR UNDERDRAINS | | | 0092 718-99153 74860.000 m2 | 1.30000 97318.00| 1.30000 97318.00| GEOTEXTILES FOR UNDERDRAIN | | | 0093 720-03129 3.000 EACH| 2800.00000 8400.00| 530.00000 1590.00| INLET AND CASTING, RESET | | | 0094 720-44000 1.000 EACH| 250.00000 250.00| 340.00000 340.00| CASTING, ADJUST TO GRADE | | | 0095 720-44296 10.000 EACH| 1380.00000 13800.00| 550.00000 5500.00| CAP INLET | | | 0096 720-44297 2.000 EACH| 900.00000 1800.00| 1000.00000 2000.00| INLET APRON | | | 0097 720-45070 5.000 EACH| 2200.00000 11000.00| 1400.00000 7000.00| INLET, P12A | | | 0098 720-45275 5.000 EACH| 2000.00000 10000.00| 1200.00000 6000.00| PIPE CATCH BASIN, 600 mm | | | 0099 720-45410 1.000 EACH| 2300.00000 2300.00| 2700.00000 2700.00| MANHOLE, C4 | | | 0100 720-97317 2.000 EACH| 2000.00000 4000.00| 1250.00000 2500.00| INLET, F | | | 0101 801-01093 24.000 EACH| 900.00000 21600.00| 875.00000 21000.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0102 801-06198 84.000 DAY | 475.00000 39900.00| 510.00000 42840.00| PATROLLER | | | 0103 801-06207 19381.000 m | 3.20000 62019.20| 3.15000 61050.15| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0104 801-06218 552.500 m | 19.00000 10497.50| 18.75000 10359.38| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0105 801-06640 54.000 EACH| 105.00000 5670.00| 105.00000 5670.00| CONSTRUCTION SIGN, A | | | 0106 801-06710 185.000 DAY | 18.00000 3330.00| 18.00000 3330.00| FLASHING ARROW SIGN | | | 0107 801-06775 LUMP| 120000.00000 120000.00| 58000.00000 58000.00| MAINTAINING TRAFFIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 197 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,739,321.13 ROUTE : US 50 AND SR 37 CALL ORDER : 197 CONTRACT ID : R -24635-A COUNTIES : LAWRENCE LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0918397 | |ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0108 801-09133 2.000 EACH| 8000.00000 16000.00| 8250.00000 16500.00| TEMPORARY CHANGEABLE MESSAGE SIGN | | | 0109 802-05701 60.000 m | 35.00000 2100.00| 34.00000 2040.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0110 802-05702 55.300 m | 31.00000 1714.30| 30.00000 1659.00| SIGN POST, SQUARE, 2, REINFORCED ANCHOR | | | BASE | | | 0111 803-02310 896.000 kg | 1.80000 1612.80| 1.80000 1612.80| REINFORCING STEEL, SIGN FOUNDATION | | | 0112 803-05694 2.000 EACH| 785.00000 1570.00| 770.00000 1540.00| OVERHEAD SIGN STRUCTURE , CANTILEVER, | | | SINGLE ARM, RESET | | | 0113 803-05694 2.000 EACH| 700.00000 1400.00| 725.00000 1450.00| OVERHEAD SIGN STRUCTURE , FOUNDATION, | | | REMOVE | | | 0114 803-06031 10.400 m3 | 800.00000 8320.00| 800.00000 8320.00| SIGN FOUNDATIONS, CONCRETE | | | 0115 804-06771 227.000 EACH| 28.00000 6356.00| 28.00000 6356.00| DELINEATOR POST, FLEXIBLE | | | 0116 805-01843 12.000 EACH| 500.00000 6000.00| 500.00000 6000.00| SIGNAL HANDHOLE ADJUST TO GRADE | | | 0117 805-01843 1.000 EACH| 625.00000 625.00| 625.00000 625.00| SIGNAL HANDHOLE ADJUST TO GRADE , AND | | | FURNISH CASTING | | | 0118 805-78470 175.000 m | 2.70000 472.50| 2.70000 472.50| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0119 805-78795 55.000 m | 36.00000 1980.00| 36.00000 1980.00| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0120 805-92951 27.000 EACH| 200.00000 5400.00| 200.00000 5400.00| SIGNAL DETECTOR HOUSING ADJUST TO GRADE | | | 0121 808-06701 5430.000 m | 1.00000 5430.00| 1.00000 5430.00| LINE, THERMOPLASTIC, BROKEN, WHITE, | | | 100mm | | | 0122 808-06703 28727.000 m | 1.00000 28727.00| 1.00000 28727.00| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0123 808-06705 842.000 m | 2.00000 1684.00| 2.00000 1684.00| LINE, THERMOPLASTIC, SOLID, WHITE, 200 | | | mm | | | 0124 808-06716 350.000 m | 1.70000 595.00| 1.70000 595.00| LINE, REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 197 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 5,739,321.13 ROUTE : US 50 AND SR 37 CALL ORDER : 197 CONTRACT ID : R -24635-A COUNTIES : LAWRENCE LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1418333 |(2) 35-0918397 | |ROGERS GROUP, INC. |RIETH RILEY CONSTRUCTION | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0125 808-75245 23542.000 m | 1.00000 23542.00| 1.00000 23542.00| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0126 808-75297 286.500 m | 10.00000 2865.00| 10.00000 2865.00| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0127 808-75320 18.000 EACH| 45.00000 810.00| 45.00000 810.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0128 808-75325 16.000 EACH| 55.00000 880.00| 57.00000 912.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0129 808-75996 4.000 EACH| 10.00000 40.00| 10.00000 40.00| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0130 808-75998 988.000 EACH| 22.00000 21736.00| 22.25000 21983.00| SNOWPLOWABLE RAISED PAVEMENT MARKER | | | 0131 808-97322 1.000 EACH| 100.00000 100.00| 105.00000 105.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORDS (SIGNAL AHEAD), | | | 3.05 m | | | SECTION TOTALS | $ 5,595,037.50| $ 5,821,155.30| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,595,037.50| $ 5,821,155.30| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 205 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,019,696.31 ROUTE : 30 CALL ORDER : 205 CONTRACT ID : R -24664-A COUNTIES : WHITLEY LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/16/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : NH 2008006 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1139301 E & B PAVING, INC. $ 10,829,748.90 100.0000% 2 35-1065659 BROOKS CONSTRUCTION $ 10,968,972.39 101.2855% 3 34-4272670 JOHNSON, S.E. COMPANIES $ 11,380,556.89 105.0860% 4 35-1185040 NIBLOCK EXCAVATING, INC. $ 11,749,413.24 108.4920% ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 34-4272670 |E & B PAVING, INC. |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 18.000 MOS | 1800.00000 32400.00| 1100.00000 19800.00| 1500.00000 27000.00 FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 28000.00000 28000.00| 24000.00000 24000.00| 30000.00000 30000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 390000.00000 390000.00| 470000.00000 470000.00| 350000.00000 350000.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 200267.00000 200267.00| 22000.00000 22000.00| 165000.00000 165000.00 CLEARING RIGHT OF WAY | | | 0005 202-02241 1856.000 m | 5.25000 9744.00| 5.25000 9744.00| 5.25000 9744.00 GUARDRAIL, REMOVE | | | 0006 202-02245 10.000 EACH| 92.68000 926.80| 230.00000 2300.00| 90.00000 900.00 TREE, 150 mm, REMOVE | | | 0007 202-02250 10.000 EACH| 118.60000 1186.00| 470.00000 4700.00| 110.00000 1100.00 TREE, 250 mm, REMOVE | | | 0008 202-02255 5.000 EACH| 289.03000 1445.15| 780.00000 3900.00| 250.00000 1250.00 TREE, 460 mm, REMOVE | | | 0009 202-02272 95.000 m | 36.97000 3512.15| 20.00000 1900.00| 18.30000 1738.50 PAVED SIDE DITCH, REMOVE | | | 0010 202-60820 303376.000 m2 | 0.82000 248768.32| 0.42000 127417.92| 0.25000 75844.00 SURFACE MILLING, ASPHALT | | | 0011 202-96151 LUMP| 1000.00000 1000.00| 1.00000 1.00| 1000.00000 1000.00 TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0012 203-02000 73.000 m3 | 15.00000 1095.00| 14.00000 1022.00| 10.00000 730.00 EXCAVATION, COMMON | | | 0013 203-02070 3957.000 m3 | 0.10000 395.70| 10.00000 39570.00| 5.00000 19785.00 BORROW | | | 0014 203-02131 100.000 m3 | 41.87000 4187.00| 50.00000 5000.00| 85.00000 8500.00 EXPLORATORY EXCAVATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 205 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,019,696.31 ROUTE : 30 CALL ORDER : 205 CONTRACT ID : R -24664-A COUNTIES : WHITLEY LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 34-4272670 |E & B PAVING, INC. |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 203-90014 12.076 STA | 10000.00000 120760.00| 14287.77000 172539.11| 8600.00000 103853.60 LINEAR GRADING | | | 0016 203-91878 2373.000 m | 14.78000 35072.94| 15.00000 35595.00| 21.00000 49833.00 LINEAR DITCH GRADING | | | 0017 205-02229 75.000 m | 13.65000 1023.75| 13.65000 1023.75| 13.65000 1023.75 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0018 205-02234 15.000 EACH| 900.00000 13500.00| 60.00000 900.00| 60.00000 900.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0019 211-02060 633.500 m3 | 26.81000 16984.14| 23.00000 14570.50| 21.00000 13303.50 B BORROW FOR STRUCTURE BACKFILL | | | 0020 303-52308 270.000 Mg | 24.79000 6693.30| 12.13000 3275.10| 17.50000 4725.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0022 305-05731 19569.000 Mg | 36.00000 704484.00| 30.86000 603899.34| 50.00000 978450.00 WIDENING WITH QC/QA HMA | | | 0023 305-97019 184839.000 m2 | 1.65000 304984.35| 1.80000 332710.20| 1.65000 304984.35 RUBBLIZED PCCP | | | 0024 401-05437 81493.000 Mg | 28.00000 2281804.00| 31.42000 2560510.06| 25.00000 2037325.00 QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0025 401-05455 32570.000 Mg | 30.00000 977100.00| 31.42000 1023349.40| 26.00000 846820.00 QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0026 401-05456 14805.000 Mg | 42.00000 621810.00| 40.78000 603747.90| 47.00000 695835.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0027 401-05459 34877.000 Mg | 26.50000 924240.50| 28.66000 999574.82| 30.00000 1046310.00 QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0028 401-05463 17830.000 Mg | 28.00000 499240.00| 27.56000 491394.80| 36.00000 641880.00 QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0029 401-05464 9018.000 Mg | 30.00000 270540.00| 34.17000 308145.06| 43.00000 387774.00 QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0030 401-06264 LUMP| 12000.00000 12000.00| 10900.00000 10900.00| 15000.00000 15000.00 PROFILOGRAPH, HMA | | | 0031 405-05517 292.000 Mg | 285.00000 83220.00| 275.57000 80466.44| 200.00000 58400.00 ASPHALT FOR PRIME COAT | | | 0032 406-05520 223.000 Mg | 170.00000 37910.00| 209.44000 46705.12| 190.00000 42370.00 ASPHALT FOR TACK COAT | | | 0033 506-06333 3830.000 m2 | 30.00000 114900.00| 23.92000 91613.60| 53.00000 202990.00 PCCP PATCHING, FULL DEPTH , 175MM | | | 0034 601-01522 1.000 EACH| 1150.00000 1150.00| 1150.00000 1150.00| 1150.00000 1150.00 GUARDRAIL TRANSITION TYPE TGB | | | 0035 601-01625 4.000 EACH| 1350.00000 5400.00| 1350.00000 5400.00| 1350.00000 5400.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 205 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,019,696.31 ROUTE : 30 CALL ORDER : 205 CONTRACT ID : R -24664-A COUNTIES : WHITLEY LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 34-4272670 |E & B PAVING, INC. |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 601-01626 12.000 EACH| 1350.00000 16200.00| 1350.00000 16200.00| 1350.00000 16200.00 GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0037 601-01700 14.000 EACH| 1750.00000 24500.00| 1750.00000 24500.00| 1750.00000 24500.00 GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0038 601-02103 158.115 m | 51.00000 8063.87| 51.00000 8063.87| 51.00000 8063.87 GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0039 601-02205 3.000 EACH| 800.00000 2400.00| 800.00000 2400.00| 800.00000 2400.00 TEMPORARY GUARD RAIL TRANSITION, TGB | | | 0040 601-02206 268.600 m | 25.00000 6715.00| 25.00000 6715.00| 25.00000 6715.00 TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0041 601-94689 42.000 EACH| 2950.00000 123900.00| 2950.00000 123900.00| 2950.00000 123900.00 GUARDRAIL END TREATMENT, OS | | | 0042 601-97080 3.000 EACH| 2600.00000 7800.00| 2600.00000 7800.00| 2600.00000 7800.00 TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0043 601-99105 13341.505 m | 31.90000 425594.01| 31.90000 425594.01| 31.90000 425594.01 GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0044 603-06040 574.000 m | 18.75000 10762.50| 18.75000 10762.50| 18.75000 10762.50 FENCE, FARM FIELD, 1190 mm | | | 0045 610-05527 5650.000 Mg | 48.00000 271200.00| 44.09000 249108.50| 44.50000 251425.00 HMA FOR APPROACHES | | | 0046 611-52817 3.000 EACH| 21600.00000 64800.00| 13500.00000 40500.00| 12700.00000 38100.00 TEMPORARY CROSSOVER, B | | | 0047 616-02320 903.200 m2 | 2.38000 2149.62| 2.00000 1806.40| 2.25000 2032.20 GEOTEXTILES | | | 0048 616-06405 364.000 Mg | 40.00000 14560.00| 23.00000 8372.00| 33.00000 12012.00 RIPRAP, REVETMENT | | | 0049 621-06574 920.000 m2 | 10.60000 9752.00| 10.60000 9752.00| 10.60000 9752.00 SODDING | | | 0050 715-01662 131.000 m | 25.41000 3328.71| 43.00000 5633.00| 35.00000 4585.00 PIPE CLEANING, 300mm TO 1200mm DIA | | | 0051 715-04618 1.000 EACH| 1246.88000 1246.88| 1500.00000 1500.00| 1750.00000 1750.00 SAFETY METAL END SECTION, 6:1, 750 mm | | | 0052 715-05024 47.400 m | 180.06000 8534.84| 218.00000 10333.20| 111.00000 5261.40 PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0053 715-05053 4182.800 m | 29.00000 121301.20| 29.00000 121301.20| 29.00000 121301.20 PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0054 715-05119 450.000 m | 59.08000 26586.00| 164.00000 73800.00| 39.00000 17550.00 PIPE, TYPE 1, CIRCULAR, 375 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 205 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,019,696.31 ROUTE : 30 CALL ORDER : 205 CONTRACT ID : R -24664-A COUNTIES : WHITLEY LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 34-4272670 |E & B PAVING, INC. |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 715-05149 15.000 m | 90.89000 1363.35| 125.00000 1875.00| 120.00000 1800.00 PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0056 715-05151 3.800 m | 150.00000 570.00| 184.00000 699.20| 300.00000 1140.00 PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0057 715-05152 1.800 m | 175.30000 315.54| 363.00000 653.40| 350.00000 630.00 PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0058 715-05154 2.000 m | 195.58000 391.16| 345.00000 690.00| 425.00000 850.00 PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0059 715-05156 24.500 m | 165.89000 4064.31| 182.00000 4459.00| 210.00000 5145.00 PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0060 715-05159 124.100 m | 185.92000 23072.67| 162.00000 20104.20| 150.00000 18615.00 PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0061 715-05203 41875.200 m | 3.45000 144469.44| 3.45000 144469.44| 3.45000 144469.44 PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0062 715-46000 29.000 EACH| 199.51000 5785.79| 190.00000 5510.00| 170.00000 4930.00 PIPE END SECTION, 300 mm | | | 0063 715-46005 13.000 EACH| 255.73000 3324.49| 205.00000 2665.00| 185.00000 2405.00 PIPE END SECTION, 375 mm | | | 0064 715-46010 5.000 EACH| 256.83000 1284.15| 245.00000 1225.00| 200.00000 1000.00 PIPE END SECTION, 450 mm | | | 0065 715-46020 10.000 EACH| 356.71000 3567.10| 360.00000 3600.00| 285.00000 2850.00 PIPE END SECTION, 600 mm | | | 0066 715-46030 10.000 EACH| 518.10000 5181.00| 457.00000 4570.00| 350.00000 3500.00 PIPE END SECTION, 750 mm | | | 0067 715-90588 3.000 m | 70.31000 210.93| 193.00000 579.00| 190.00000 570.00 PIPE, RELAID, 300 mm | | | 0068 715-97686 6.000 EACH| 4569.75000 27418.50| 4000.00000 24000.00| 4200.00000 25200.00 GRATED BOX END SECTION, II, 10:1, 375 mm| | | 0069 718-06526 4706.200 Mg | 25.88000 121796.46| 34.17000 160810.85| 39.00000 183541.80 HMA FOR UNDERDRAINS | | | 0070 718-06528 230.000 EACH| 550.00000 126500.00| 375.00000 86250.00| 550.00000 126500.00 OUTLET PROTECTOR, 1 | | | 0071 718-06532 3000.000 m | 6.50000 19500.00| 6.50000 19500.00| 6.50000 19500.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0072 718-52610 2597.300 m3 | 41.50000 107787.95| 41.50000 107787.95| 41.50000 107787.95 AGGREGATE FOR UNDERDRAINS | | | 0073 720-44000 1.000 EACH| 134.51000 134.51| 620.00000 620.00| 300.00000 300.00 CASTING, ADJUST TO GRADE | | | 0074 720-44296 1.000 EACH| 157.57000 157.57| 620.00000 620.00| 400.00000 400.00 CAP INLET | | | 0075 720-45030 1.000 EACH| 985.38000 985.38| 1200.00000 1200.00| 1700.00000 1700.00 INLET, E7 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 205 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,019,696.31 ROUTE : 30 CALL ORDER : 205 CONTRACT ID : R -24664-A COUNTIES : WHITLEY LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 34-4272670 |E & B PAVING, INC. |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0076 720-45270 3.000 EACH| 706.96000 2120.88| 1000.00000 3000.00| 1450.00000 4350.00 PIPE CATCH BASIN, 450 mm | | | 0077 720-45615 0.300 m | 965.74000 289.72| 2500.00000 750.00| 1000.00000 300.00 INLET, RECONSTRUCT STRUCTURE | | | 0078 720-93501 2.000 EACH| 4258.17000 8516.34| 6000.00000 12000.00| 6000.00000 12000.00 MANHOLE, L4 | | | 0079 801-01093 30.000 EACH| 2000.00000 60000.00| 2995.00000 89850.00| 2995.00000 89850.00 TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0080 801-04308 23.000 EACH| 575.00000 13225.00| 575.00000 13225.00| 525.00000 12075.00 ROAD CLOSURE SIGN ASSEMBLY | | | 0081 801-06203 33649.000 m | 0.33000 11104.17| 0.33000 11104.17| 0.33000 11104.17 TEMPORARY PAVEMENT MARKING, 100 mm | | | 0082 801-06207 44628.000 m | 3.21000 143255.88| 3.21000 143255.88| 3.21000 143255.88 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0083 801-06211 36.000 EACH| 51.00000 1836.00| 51.00000 1836.00| 51.00000 1836.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0084 801-06212 36.000 EACH| 70.00000 2520.00| 70.00000 2520.00| 70.00000 2520.00 TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0085 801-06218 180.000 m | 25.00000 4500.00| 25.00000 4500.00| 25.00000 4500.00 TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0086 801-06469 2425.000 m | 6.20000 15035.00| 6.20000 15035.00| 6.20000 15035.00 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0087 801-06605 92.000 EACH| 230.00000 21160.00| 230.00000 21160.00| 155.00000 14260.00 BARRICADE, IIIA | | | 0088 801-06606 138.000 EACH| 318.00000 43884.00| 318.00000 43884.00| 165.00000 22770.00 BARRICADE, IIIB | | | 0089 801-06640 169.000 EACH| 235.00000 39715.00| 235.00000 39715.00| 245.00000 41405.00 CONSTRUCTION SIGN, A | | | 0090 801-06645 25.000 EACH| 160.00000 4000.00| 160.00000 4000.00| 55.00000 1375.00 CONSTRUCTION SIGN, B | | | 0091 801-06710 840.000 DAY | 20.00000 16800.00| 20.00000 16800.00| 20.00000 16800.00 FLASHING ARROW SIGN | | | 0092 801-06775 LUMP| 193750.00000 193750.00| 175000.00000 175000.00| 510000.00000 510000.00 MAINTAINING TRAFFIC | | | 0093 804-06725 156.000 EACH| 13.75000 2145.00| 13.75000 2145.00| 13.75000 2145.00 DELINEATOR WITH POST, D1, 75 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 205 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,019,696.31 ROUTE : 30 CALL ORDER : 205 CONTRACT ID : R -24664-A COUNTIES : WHITLEY LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 34-4272670 |E & B PAVING, INC. |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0094 804-06771 157.000 EACH| 17.75000 2786.75| 17.75000 2786.75| 17.75000 2786.75 DELINEATOR POST, FLEXIBLE | | | 0095 805-02327 17.000 EACH| 250.00000 4250.00| 250.00000 4250.00| 150.00000 2550.00 SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0096 805-02503 1590.980 m | 0.55000 875.04| 0.55000 875.04| 0.80000 1272.78 CABLE, ROADWAY LOOP, 1C 14GA. | | | 0097 805-02595 10.000 EACH| 150.00000 1500.00| 150.00000 1500.00| 200.00000 2000.00 CONTROLLER, RESET TIMING | | | 0098 805-78795 577.400 m | 30.00000 17322.00| 30.00000 17322.00| 25.00000 14435.00 SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0099 805-94295 50.000 EACH| 180.00000 9000.00| 180.00000 9000.00| 225.00000 11250.00 SIGNAL HEAD, RELOCATE | | | 0100 808-03631 25547.000 m | 1.30000 33211.10| 1.05000 26824.35| 1.05000 26824.35 LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0101 808-03632 25390.000 m | 1.30000 33007.00| 1.05000 26659.50| 1.05000 26659.50 LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0102 808-05534 150.000 m | 3.00000 450.00| 5.35000 802.50| 5.35000 802.50 LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0103 808-05866 94.500 m2 | 13.00000 1228.50| 13.00000 1228.50| 13.00000 1228.50 PAVEMENT MESSAGE MARKING, REMOVE | | | 0104 808-06368 142.400 m | 7.90000 1124.96| 7.90000 1124.96| 7.90000 1124.96 TRANSVERSE MARKING, REMOVE | | | 0105 808-06680 66.000 m | 17.00000 1122.00| 8.00000 528.00| 8.00000 528.00 TRANSVERSE MARKINGS EPOXY , SOLID WHITE,| | | CROSSHATCH LINE, 300 MM | | | 0106 808-06716 1181.000 m | 3.30000 3897.30| 3.30000 3897.30| 3.30000 3897.30 LINE, REMOVE | | | 0107 808-74805 384.000 m | 25.00000 9600.00| 16.00000 6144.00| 16.00000 6144.00 TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0108 808-74807 33.000 EACH| 115.00000 3795.00| 85.00000 2805.00| 85.00000 2805.00 PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0109 808-74808 31.000 EACH| 150.00000 4650.00| 115.00000 3565.00| 115.00000 3565.00 PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0110 808-75061 5990.000 m | 9.21000 55167.90| 6.75000 40432.50| 9.21000 55167.90 LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 125 mm | | | 0111 808-75996 1315.000 EACH| 3.00000 3945.00| 2.40000 3156.00| 3.55000 4668.25 SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 205 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,019,696.31 ROUTE : 30 CALL ORDER : 205 CONTRACT ID : R -24664-A COUNTIES : WHITLEY LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1139301 |(2) 35-1065659 |(3) 34-4272670 |E & B PAVING, INC. |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 808-75998 1315.000 EACH| 20.00000 26300.00| 20.00000 26300.00| 20.00000 26300.00 SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | TYPE 2 | | | 0113 808-99195 3173.000 m | 9.21000 29223.33| 6.75000 21417.75| 9.21000 29223.33 LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 125 mm | | | 0114 303-04056 500.000 Mg | 21.80000 10900.00| 19.00000 9500.00| 17.50000 8750.00 COMPACTED AGGREGATE FOR BASE, 0, 73 | | | 0115 305-60400 500.000 Mg | 27.15000 13575.00| 17.64000 8820.00| 15.00000 7500.00 COMPACTED AGGREGATE FOR PATCHING | | | 0116 401-05437 5522.000 Mg | 29.00000 160138.00| 30.86000 170408.92| 36.50000 201553.00 QC/QA HMA BASE 25.0 mm, MAINLINE , FOR | | | TEMPORARY CROSSOVER | | | 0117 401-05455 922.000 Mg | 35.50000 32731.00| 30.86000 28452.92| 39.00000 35958.00 QC/QA HMA INTERMEDIATE 19.0 mm, | | | MAINLINE , FOR TEMPORARY CROSSOVER | | | 0118 401-05456 411.000 Mg | 60.00000 24660.00| 44.09000 18120.99| 59.00000 24249.00 QC/QA HMA SURFACE 9.5 mm, MAINLINE , | | | FOR TEMPORARY CROSSOVER | | | 0119 506-06333 1947.100 m2 | 30.00000 58413.00| 38.27000 74515.52| 51.50000 100275.65 PCCP PATCHING, FULL DEPTH , 225 MM | | | SECTION TOTALS | $ 10,829,748.90| $ 10,968,972.39| $ 11,380,556.89 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 10,829,748.90| $ 10,968,972.39| $ 11,380,556.89 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 205 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,019,696.31 ROUTE : 30 CALL ORDER : 205 CONTRACT ID : R -24664-A COUNTIES : WHITLEY LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 18.000 MOS | 1200.00000 21600.00| | FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 33450.00000 33450.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 587000.00000 587000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 88750.00000 88750.00| | CLEARING RIGHT OF WAY | | | 0005 202-02241 1856.000 m | 5.20000 9651.20| | GUARDRAIL, REMOVE | | | 0006 202-02245 10.000 EACH| 120.00000 1200.00| | TREE, 150 mm, REMOVE | | | 0007 202-02250 10.000 EACH| 370.00000 3700.00| | TREE, 250 mm, REMOVE | | | 0008 202-02255 5.000 EACH| 520.00000 2600.00| | TREE, 460 mm, REMOVE | | | 0009 202-02272 95.000 m | 27.00000 2565.00| | PAVED SIDE DITCH, REMOVE | | | 0010 202-60820 303376.000 m2 | 0.85000 257869.60| | SURFACE MILLING, ASPHALT | | | 0011 202-96151 LUMP| 1200.00000 1200.00| | TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0012 203-02000 73.000 m3 | 16.00000 1168.00| | EXCAVATION, COMMON | | | 0013 203-02070 3957.000 m3 | 11.80000 46692.60| | BORROW | | | 0014 203-02131 100.000 m3 | 49.00000 4900.00| | EXPLORATORY EXCAVATION | | | 0015 203-90014 12.076 STA | 16500.00000 199254.00| | LINEAR GRADING | | | 0016 203-91878 2373.000 m | 14.30000 33933.90| | LINEAR DITCH GRADING | | | 0017 205-02229 75.000 m | 14.00000 1050.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0018 205-02234 15.000 EACH| 62.00000 930.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0019 211-02060 633.500 m3 | 22.00000 13937.00| | B BORROW FOR STRUCTURE BACKFILL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 205 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,019,696.31 ROUTE : 30 CALL ORDER : 205 CONTRACT ID : R -24664-A COUNTIES : WHITLEY LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 303-52308 270.000 Mg | 14.20000 3834.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0022 305-05731 19569.000 Mg | 47.00000 919743.00| | WIDENING WITH QC/QA HMA | | | 0023 305-97019 184839.000 m2 | 1.65000 304984.35| | RUBBLIZED PCCP | | | 0024 401-05437 81493.000 Mg | 30.00000 2444790.00| | QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0025 401-05455 32570.000 Mg | 31.00000 1009670.00| | QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0026 401-05456 14805.000 Mg | 39.00000 577395.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0027 401-05459 34877.000 Mg | 25.50000 889363.50| | QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0028 401-05463 17830.000 Mg | 26.50000 472495.00| | QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0029 401-05464 9018.000 Mg | 29.00000 261522.00| | QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0030 401-06264 LUMP| 5700.00000 5700.00| | PROFILOGRAPH, HMA | | | 0031 405-05517 292.000 Mg | 400.00000 116800.00| | ASPHALT FOR PRIME COAT | | | 0032 406-05520 223.000 Mg | 245.00000 54635.00| | ASPHALT FOR TACK COAT | | | 0033 506-06333 3830.000 m2 | 50.00000 191500.00| | PCCP PATCHING, FULL DEPTH , 175MM | | | 0034 601-01522 1.000 EACH| 1370.00000 1370.00| | GUARDRAIL TRANSITION TYPE TGB | | | 0035 601-01625 4.000 EACH| 1910.00000 7640.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 1 | | | 0036 601-01626 12.000 EACH| 1910.00000 22920.00| | GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | 0037 601-01700 14.000 EACH| 1750.00000 24500.00| | GUARDRAIL TERMINAL SYSTEM, W BEAM, | | | CURVED, 1 | | | 0038 601-02103 158.115 m | 44.00000 6957.06| | GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0039 601-02205 3.000 EACH| 940.00000 2820.00| | TEMPORARY GUARD RAIL TRANSITION, TGB | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 205 -10 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,019,696.31 ROUTE : 30 CALL ORDER : 205 CONTRACT ID : R -24664-A COUNTIES : WHITLEY LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0040 601-02206 268.600 m | 30.00000 8058.00| | TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0041 601-94689 42.000 EACH| 3545.00000 148890.00| | GUARDRAIL END TREATMENT, OS | | | 0042 601-97080 3.000 EACH| 2250.00000 6750.00| | TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0043 601-99105 13341.505 m | 34.00000 453611.17| | GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0044 603-06040 574.000 m | 22.00000 12628.00| | FENCE, FARM FIELD, 1190 mm | | | 0045 610-05527 5650.000 Mg | 52.00000 293800.00| | HMA FOR APPROACHES | | | 0046 611-52817 3.000 EACH| 26350.00000 79050.00| | TEMPORARY CROSSOVER, B | | | 0047 616-02320 903.200 m2 | 2.45000 2212.84| | GEOTEXTILES | | | 0048 616-06405 364.000 Mg | 24.00000 8736.00| | RIPRAP, REVETMENT | | | 0049 621-06574 920.000 m2 | 16.00000 14720.00| | SODDING | | | 0050 715-01662 131.000 m | 39.00000 5109.00| | PIPE CLEANING, 300mm TO 1200mm DIA | | | 0051 715-04618 1.000 EACH| 1445.00000 1445.00| | SAFETY METAL END SECTION, 6:1, 750 mm | | | 0052 715-05024 47.400 m | 200.00000 9480.00| | PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0053 715-05053 4182.800 m | 30.00000 125484.00| | PIPE, UNDERDRAIN OUTLET, 150 mm | | | 0054 715-05119 450.000 m | 175.00000 78750.00| | PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0055 715-05149 15.000 m | 100.00000 1500.00| | PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0056 715-05151 3.800 m | 190.00000 722.00| | PIPE, TYPE 2, CIRCULAR, 375 mm | | | 0057 715-05152 1.800 m | 345.00000 621.00| | PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0058 715-05154 2.000 m | 325.00000 650.00| | PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0059 715-05156 24.500 m | 170.00000 4165.00| | PIPE, TYPE 2, CIRCULAR, 750 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 205 -11 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,019,696.31 ROUTE : 30 CALL ORDER : 205 CONTRACT ID : R -24664-A COUNTIES : WHITLEY LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0060 715-05159 124.100 m | 195.00000 24199.50| | PIPE, TYPE 2, CIRCULAR, 1050 mm | | | 0061 715-05203 41875.200 m | 4.00000 167500.80| | PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0062 715-46000 29.000 EACH| 180.00000 5220.00| | PIPE END SECTION, 300 mm | | | 0063 715-46005 13.000 EACH| 210.00000 2730.00| | PIPE END SECTION, 375 mm | | | 0064 715-46010 5.000 EACH| 265.00000 1325.00| | PIPE END SECTION, 450 mm | | | 0065 715-46020 10.000 EACH| 335.00000 3350.00| | PIPE END SECTION, 600 mm | | | 0066 715-46030 10.000 EACH| 475.00000 4750.00| | PIPE END SECTION, 750 mm | | | 0067 715-90588 3.000 m | 165.00000 495.00| | PIPE, RELAID, 300 mm | | | 0068 715-97686 6.000 EACH| 3995.00000 23970.00| | GRATED BOX END SECTION, II, 10:1, 375 mm| | | 0069 718-06526 4706.200 Mg | 41.00000 192954.20| | HMA FOR UNDERDRAINS | | | 0070 718-06528 230.000 EACH| 445.00000 102350.00| | OUTLET PROTECTOR, 1 | | | 0071 718-06532 3000.000 m | 7.00000 21000.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0072 718-52610 2597.300 m3 | 43.00000 111683.90| | AGGREGATE FOR UNDERDRAINS | | | 0073 720-44000 1.000 EACH| 350.00000 350.00| | CASTING, ADJUST TO GRADE | | | 0074 720-44296 1.000 EACH| 600.00000 600.00| | CAP INLET | | | 0075 720-45030 1.000 EACH| 1175.00000 1175.00| | INLET, E7 | | | 0076 720-45270 3.000 EACH| 975.00000 2925.00| | PIPE CATCH BASIN, 450 mm | | | 0077 720-45615 0.300 m | 2000.00000 600.00| | INLET, RECONSTRUCT STRUCTURE | | | 0078 720-93501 2.000 EACH| 5750.00000 11500.00| | MANHOLE, L4 | | | 0079 801-01093 30.000 EACH| 1030.00000 30900.00| | TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 205 -12 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,019,696.31 ROUTE : 30 CALL ORDER : 205 CONTRACT ID : R -24664-A COUNTIES : WHITLEY LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0080 801-04308 23.000 EACH| 580.00000 13340.00| | ROAD CLOSURE SIGN ASSEMBLY | | | 0081 801-06203 33649.000 m | 0.30000 10094.70| | TEMPORARY PAVEMENT MARKING, 100 mm | | | 0082 801-06207 44628.000 m | 3.40000 151735.20| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0083 801-06211 36.000 EACH| 54.00000 1944.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0084 801-06212 36.000 EACH| 74.00000 2664.00| | TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0085 801-06218 180.000 m | 22.00000 3960.00| | TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0086 801-06469 2425.000 m | 7.00000 16975.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0087 801-06605 92.000 EACH| 180.00000 16560.00| | BARRICADE, IIIA | | | 0088 801-06606 138.000 EACH| 220.00000 30360.00| | BARRICADE, IIIB | | | 0089 801-06640 169.000 EACH| 240.00000 40560.00| | CONSTRUCTION SIGN, A | | | 0090 801-06645 25.000 EACH| 165.00000 4125.00| | CONSTRUCTION SIGN, B | | | 0091 801-06710 840.000 DAY | 21.00000 17640.00| | FLASHING ARROW SIGN | | | 0092 801-06775 LUMP| 186500.00000 186500.00| | MAINTAINING TRAFFIC | | | 0093 804-06725 156.000 EACH| 20.00000 3120.00| | DELINEATOR WITH POST, D1, 75 mm | | | 0094 804-06771 157.000 EACH| 23.00000 3611.00| | DELINEATOR POST, FLEXIBLE | | | 0095 805-02327 17.000 EACH| 260.00000 4420.00| | SIGNAL DETECTOR HOUSING, ADJUST TO GRADE| | | 0096 805-02503 1590.980 m | 0.58000 922.77| | CABLE, ROADWAY LOOP, 1C 14GA. | | | 0097 805-02595 10.000 EACH| 155.00000 1550.00| | CONTROLLER, RESET TIMING | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 205 -13 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,019,696.31 ROUTE : 30 CALL ORDER : 205 CONTRACT ID : R -24664-A COUNTIES : WHITLEY LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 805-78795 577.400 m | 31.00000 17899.40| | SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0099 805-94295 50.000 EACH| 190.00000 9500.00| | SIGNAL HEAD, RELOCATE | | | 0100 808-03631 25547.000 m | 1.15000 29379.05| | LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0101 808-03632 25390.000 m | 1.15000 29198.50| | LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0102 808-05534 150.000 m | 5.60000 840.00| | LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0103 808-05866 94.500 m2 | 13.50000 1275.75| | PAVEMENT MESSAGE MARKING, REMOVE | | | 0104 808-06368 142.400 m | 7.00000 996.80| | TRANSVERSE MARKING, REMOVE | | | 0105 808-06680 66.000 m | 11.00000 726.00| | TRANSVERSE MARKINGS EPOXY , SOLID WHITE,| | | CROSSHATCH LINE, 300 MM | | | 0106 808-06716 1181.000 m | 3.50000 4133.50| | LINE, REMOVE | | | 0107 808-74805 384.000 m | 22.00000 8448.00| | TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0108 808-74807 33.000 EACH| 100.00000 3300.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0109 808-74808 31.000 EACH| 125.00000 3875.00| | PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | 0110 808-75061 5990.000 m | 8.00000 47920.00| | LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 125 mm | | | 0111 808-75996 1315.000 EACH| 2.50000 3287.50| | SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0112 808-75998 1315.000 EACH| 21.00000 27615.00| | SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | TYPE 2 | | | 0113 808-99195 3173.000 m | 8.15000 25859.95| | LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 125 mm | | | 0114 303-04056 500.000 Mg | 15.50000 7750.00| | COMPACTED AGGREGATE FOR BASE, 0, 73 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 205 -14 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 12,019,696.31 ROUTE : 30 CALL ORDER : 205 CONTRACT ID : R -24664-A COUNTIES : WHITLEY LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1185040 | | |NIBLOCK EXCAVATING, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 305-60400 500.000 Mg | 17.50000 8750.00| | COMPACTED AGGREGATE FOR PATCHING | | | 0116 401-05437 5522.000 Mg | 38.00000 209836.00| | QC/QA HMA BASE 25.0 mm, MAINLINE , FOR | | | TEMPORARY CROSSOVER | | | 0117 401-05455 922.000 Mg | 40.50000 37341.00| | QC/QA HMA INTERMEDIATE 19.0 mm, | | | MAINLINE , FOR TEMPORARY CROSSOVER | | | 0118 401-05456 411.000 Mg | 47.00000 19317.00| | QC/QA HMA SURFACE 9.5 mm, MAINLINE , | | | FOR TEMPORARY CROSSOVER | | | 0119 506-06333 1947.100 m2 | 75.00000 146032.50| | PCCP PATCHING, FULL DEPTH , 225 MM | | | SECTION TOTALS | $ 11,749,413.24| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 11,749,413.24| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 207 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,269,445.82 ROUTE : 30 CALL ORDER : 207 CONTRACT ID : R -24665-A COUNTIES : ALLEN WHITLEY LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT CONTRACT TIME : 11/01/01 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : NH 2011013 201100J 201100J SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1065659 BROOKS CONSTRUCTION $ 12,367,297.48 100.0000% 2 34-4272670 JOHNSON, S.E. COMPANIES $ 12,697,522.12 102.6701% ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 | |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-01925 24.000 MOS | 1100.00000 26400.00| 1200.00000 28800.00| FIELD OFFICE, 51.1 m2 | | | 0002 105-06845 LUMP| 24000.00000 24000.00| 30000.00000 30000.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 517000.00000 517000.00| 370000.00000 370000.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 24000.00000 24000.00| 190000.00000 190000.00| CLEARING RIGHT OF WAY | | | 0005 202-02240 7882.000 m2 | 8.30000 65420.60| 4.70000 37045.40| PAVEMENT, REMOVE | | | 0006 202-02241 1724.000 m | 5.25000 9051.00| 5.25000 9051.00| GUARDRAIL, REMOVE | | | 0007 202-02245 10.000 EACH| 230.00000 2300.00| 90.00000 900.00| TREE, 150 mm, REMOVE | | | 0008 202-02250 17.000 EACH| 470.00000 7990.00| 110.00000 1870.00| TREE, 250 mm, REMOVE | | | 0009 202-02255 5.000 EACH| 780.00000 3900.00| 250.00000 1250.00| TREE, 460 mm, REMOVE | | | 0010 202-60820 336988.000 m2 | 0.24000 80877.12| 0.20000 67397.60| SURFACE MILLING, ASPHALT | | | 0011 202-95027 1.000 EACH| 500.00000 500.00| 1000.00000 1000.00| IMPACT ATTENUATOR, REMOVE | | | 0012 202-96151 LUMP| 1.00000 1.00| 1000.00000 1000.00| TRANSPORTATION OF SALVAGEABLE ITEMS | | | 0013 203-02000 11768.000 m3 | 11.22000 132036.96| 10.50000 123564.00| EXCAVATION, COMMON | | | 0014 203-02131 100.000 m3 | 50.00000 5000.00| 85.00000 8500.00| EXPLORATORY EXCAVATION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 207 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,269,445.82 ROUTE : 30 CALL ORDER : 207 CONTRACT ID : R -24665-A COUNTIES : ALLEN WHITLEY LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 | |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 203-90014 14.450 STA | 13666.64000 197482.95| 7400.00000 106930.00| LINEAR GRADING | | | 0016 203-91878 50.000 m | 100.00000 5000.00| 48.00000 2400.00| LINEAR DITCH GRADING | | | 0017 205-02229 75.000 m | 11.15000 836.25| 11.15000 836.25| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0018 205-02234 15.000 EACH| 60.00000 900.00| 60.00000 900.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0019 211-02060 357.700 m3 | 23.00000 8227.10| 19.00000 6796.30| B BORROW FOR STRUCTURE BACKFILL | | | 0020 303-52308 24141.000 Mg | 10.09000 243582.69| 11.80000 284863.80| COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0022 305-97019 210800.000 m2 | 1.80000 379440.00| 1.65000 347820.00| RUBBLIZED PCCP | | | 0023 401-05437 94842.000 Mg | 29.34000 2782664.28| 25.00000 2371050.00| QC/QA HMA BASE 25.0 mm, MAINLINE | | | 0024 401-05455 39167.000 Mg | 29.31000 1147984.77| 26.00000 1018342.00| QC/QA HMA INTERMEDIATE 19.0 mm, MAINLINE| | | 0025 401-05456 17382.000 Mg | 38.78000 674073.96| 47.00000 816954.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0026 401-05459 40598.000 Mg | 26.71000 1084372.58| 30.00000 1217940.00| QC/QA HMA BASE 25.0 mm, SHOULDER | | | 0027 401-05463 21035.000 Mg | 26.90000 565841.50| 30.00000 631050.00| QC/QA HMA INTERMEDIATE 19.0 mm, SHOULDER| | | 0028 401-05464 10487.000 Mg | 32.50000 340827.50| 40.00000 419480.00| QC/QA HMA SURFACE 9.5 mm, SHOULDER | | | 0029 401-05467 5202.100 m | 1.20000 6242.52| 0.75000 3901.58| MILLED HMA CORRUGATIONS | | | 0030 401-06264 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| PROFILOGRAPH, HMA | | | 0031 405-05517 352.000 Mg | 295.41000 103984.32| 200.00000 70400.00| ASPHALT FOR PRIME COAT | | | 0032 406-05520 245.100 Mg | 207.23000 50792.07| 190.00000 46569.00| ASPHALT FOR TACK COAT | | | 0033 506-06333 500.000 m2 | 147.11000 73555.00| 175.00000 87500.00| PCCP PATCHING, FULL DEPTH | | | 0034 601-01522 10.000 EACH| 1150.00000 11500.00| 1150.00000 11500.00| GUARDRAIL TRANSITION TYPE TGB | | | 0035 601-01626 20.000 EACH| 1350.00000 27000.00| 1350.00000 27000.00| GUARDRAIL CONNECTOR SYSTEM, W BEAM, | | | CURVED, 2 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 207 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,269,445.82 ROUTE : 30 CALL ORDER : 207 CONTRACT ID : R -24665-A COUNTIES : ALLEN WHITLEY LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 | |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 601-02103 22.860 m | 51.00000 1165.86| 51.00000 1165.86| GUARDRAIL, SHOP CURVED, W BEAM, 1.905 m | | | SPACING | | | 0037 601-02205 3.000 EACH| 800.00000 2400.00| 800.00000 2400.00| TEMPORARY GUARD RAIL TRANSITION, TGB | | | 0038 601-02206 268.610 m | 25.00000 6715.25| 25.00000 6715.25| TEMPORARY GUARDRAIL, W BEAM, 1.905 m | | | SPACING | | | 0039 601-04746 7.000 EACH| 4800.00000 33600.00| 4800.00000 33600.00| ENERGY ABSORBING TERMINAL, CZ | | | 0040 601-06228 1.000 EACH| 55000.00000 55000.00| 56500.00000 56500.00| IMPACT ATTENUATOR, CR, W1, TL-3, 110 | | | km/h | | | 0041 601-94689 51.000 EACH| 2950.00000 150450.00| 2950.00000 150450.00| GUARDRAIL END TREATMENT, OS | | | 0042 601-94690 2.000 EACH| 2950.00000 5900.00| 2950.00000 5900.00| GUARDRAIL END TREATMENT, MS | | | 0043 601-97080 3.000 EACH| 2600.00000 7800.00| 2600.00000 7800.00| TEMPORARY GUARDRAIL END TREATMENT, OS | | | 0044 601-99105 17623.920 m | 31.90000 562203.05| 31.90000 562203.05| GUARDRAIL, W BEAM, 1.905 m SPACING | | | 0045 601-99108 152.400 m | 51.00000 7772.40| 51.00000 7772.40| GUARDRAIL, W BEAM, DOUBLE FACED, 1.905 | | | m SPACING | | | 0046 601-99123 5.000 EACH| 1850.00000 9250.00| 1850.00000 9250.00| GUARDRAIL TRANSITION, GP | | | 0047 602-06032 364.000 m | 150.00000 54600.00| 133.20000 48484.80| BARRIER, MEDIAN, CONCRETE | | | 0048 602-06646 5319.000 m | 42.16000 224249.04| 40.00000 212760.00| TEMPORARY CONCRETE BARRIER | | | 0049 603-06040 250.000 m | 18.75000 4687.50| 18.75000 4687.50| FENCE, FARM FIELD, 1190 mm | | | 0050 610-05527 3102.000 Mg | 41.81000 129694.62| 45.00000 139590.00| HMA FOR APPROACHES | | | 0051 611-52817 3.000 EACH| 16000.00000 48000.00| 20500.00000 61500.00| TEMPORARY CROSSOVER, B | | | 0052 621-06574 972.000 m2 | 10.82000 10517.04| 10.82000 10517.04| SODDING | | | 0053 715-01662 152.000 m | 43.00000 6536.00| 40.00000 6080.00| PIPE CLEANING, 300mm TO 1200mm DIA | | | 0054 715-05053 4508.200 m | 29.00000 130737.80| 29.00000 130737.80| PIPE, UNDERDRAIN OUTLET, 150 mm | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 207 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,269,445.82 ROUTE : 30 CALL ORDER : 207 CONTRACT ID : R -24665-A COUNTIES : ALLEN WHITLEY LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 | |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 715-05119 300.000 m | 74.00000 22200.00| 40.00000 12000.00| PIPE, TYPE 1, CIRCULAR, 375 mm | | | 0056 715-05149 20.400 m | 166.00000 3386.40| 140.00000 2856.00| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0057 715-05203 47140.500 m | 3.45000 162634.73| 3.45000 162634.73| PIPE, TYPE 4, CIRCULAR, 100 mm | | | 0058 715-05326 2.000 m | 221.00000 442.00| 300.00000 600.00| PIPE, TYPE 2, DEFORMED, MIN. AREA 0.15 | | | m2 | | | 0059 715-05337 1.000 m | 472.00000 472.00| 600.00000 600.00| PIPE, TYPE 2, DEFORMED, MIN. AREA 0.60 | | | m2 | | | 0060 715-46000 58.000 EACH| 190.00000 11020.00| 175.00000 10150.00| PIPE END SECTION, 300 mm | | | 0061 715-46005 10.000 EACH| 200.00000 2000.00| 180.00000 1800.00| PIPE END SECTION, 375 mm | | | 0062 715-46010 10.000 EACH| 240.00000 2400.00| 205.00000 2050.00| PIPE END SECTION, 450 mm | | | 0063 715-46020 6.000 EACH| 360.00000 2160.00| 280.00000 1680.00| PIPE END SECTION, 600 mm | | | 0064 715-46030 6.000 EACH| 475.00000 2850.00| 340.00000 2040.00| PIPE END SECTION, 750 mm | | | 0065 715-46040 4.000 EACH| 487.00000 1948.00| 415.00000 1660.00| PIPE END SECTION, 900 mm | | | 0066 715-46050 2.000 EACH| 200.00000 400.00| 190.00000 380.00| PIPE END SECTION, MIN. AREA .15 m2 | | | 0067 715-46095 2.000 EACH| 450.00000 900.00| 525.00000 1050.00| PIPE END SECTION, MIN. AREA .60 m2 | | | 0068 715-97686 4.000 EACH| 4000.00000 16000.00| 4500.00000 18000.00| GRATED BOX END SECTION, II, 10:1, 375 mm| | | 0069 718-06526 5273.100 Mg | 32.73000 172588.56| 35.00000 184558.50| HMA FOR UNDERDRAINS | | | 0070 718-06528 243.000 EACH| 375.00000 91125.00| 550.00000 133650.00| OUTLET PROTECTOR, 1 | | | 0071 718-06532 3000.000 m | 6.50000 19500.00| 6.50000 19500.00| VIDEO INSPECTION FOR UNDERDRAINS | | | 0072 718-52610 2923.700 m3 | 40.00000 116948.00| 40.00000 116948.00| AGGREGATE FOR UNDERDRAINS | | | 0073 720-44000 38.000 EACH| 400.00000 15200.00| 260.00000 9880.00| CASTING, ADJUST TO GRADE | | | 0074 720-45041 2.000 EACH| 2300.00000 4600.00| 3700.00000 7400.00| INLET, H5 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 207 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,269,445.82 ROUTE : 30 CALL ORDER : 207 CONTRACT ID : R -24665-A COUNTIES : ALLEN WHITLEY LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 | |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0075 801-01093 23.000 EACH| 2995.00000 68885.00| 2995.00000 68885.00| TEMPORARY WORKSITE SPEED LIMIT SIGN | | | ASSEMBLY | | | 0076 801-03291 8.000 EACH| 87.50000 700.00| 275.00000 2200.00| CONSTRUCTION SIGN, D | | | 0077 801-04308 17.000 EACH| 550.00000 9350.00| 450.00000 7650.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0078 801-06203 39152.000 m | 0.33000 12920.16| 0.33000 12920.16| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0079 801-06207 50365.000 m | 3.21000 161671.65| 3.21000 161671.65| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0080 801-06211 8.000 EACH| 51.00000 408.00| 51.00000 408.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, LANE INDICATION ARROW | | | 0081 801-06212 8.000 EACH| 68.00000 544.00| 68.00000 544.00| TEMPORARY PAVEMENT MESSAGE MARKING, | | | REMOVABLE, WORD (ONLY) | | | 0082 801-06218 30.000 m | 22.75000 682.50| 22.75000 682.50| TEMPORARY TRANSVERSE PAVEMENT MARKING, | | | REMOVABLE, 600 mm | | | 0083 801-06469 3530.000 m | 5.55000 19591.50| 5.55000 19591.50| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 200 mm | | | 0084 801-06605 64.000 EACH| 230.00000 14720.00| 135.00000 8640.00| BARRICADE, IIIA | | | 0085 801-06606 4.000 EACH| 318.00000 1272.00| 145.00000 580.00| BARRICADE, IIIB | | | 0086 801-06640 192.000 EACH| 225.00000 43200.00| 145.00000 27840.00| CONSTRUCTION SIGN, A | | | 0087 801-06645 13.000 EACH| 139.00000 1807.00| 45.00000 585.00| CONSTRUCTION SIGN, B | | | 0088 801-06710 844.000 DAY | 20.00000 16880.00| 15.00000 12660.00| FLASHING ARROW SIGN | | | 0089 801-06775 LUMP| 90000.00000 90000.00| 275000.00000 275000.00| MAINTAINING TRAFFIC | | | 0090 802-05701 8.000 m | 28.00000 224.00| 28.00000 224.00| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0091 802-76035 6.750 m2 | 220.00000 1485.00| 220.00000 1485.00| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND 2.54 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 207 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,269,445.82 ROUTE : 30 CALL ORDER : 207 CONTRACT ID : R -24665-A COUNTIES : ALLEN WHITLEY LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 | |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0092 804-06725 178.000 EACH| 13.75000 2447.50| 13.75000 2447.50| DELINEATOR WITH POST, D1, 75 mm | | | 0093 804-06771 263.000 EACH| 17.75000 4668.25| 17.75000 4668.25| DELINEATOR POST, FLEXIBLE | | | 0094 805-01815 8.000 EACH| 1500.00000 12000.00| 1500.00000 12000.00| SIGNAL SUPPORT FOUNDATION, 915mm X 3.7 m| | | 0095 805-01842 21.000 EACH| 575.00000 12075.00| 575.00000 12075.00| HANDHOLE, SIGNAL | | | 0097 805-02595 2.000 EACH| 200.00000 400.00| 200.00000 400.00| CONTROLLER, RESET TIMING | | | 0098 805-06003 2.000 EACH| 700.00000 1400.00| 700.00000 1400.00| WOOD POLE | | | 0099 805-06592 1164.300 m | 25.00000 29107.50| 25.00000 29107.50| CONDUIT, STEEL, GALVANIZED, 50mm | | | 0100 805-78109 1.000 EACH| 7100.00000 7100.00| 7100.00000 7100.00| CONTROLLER AND CABINET, SECONDARY, MENU | | | DRIVEN, 8 PHASE , TS 2 CABINET WITH | | | TYPE 2 CONTROLLER | | | 0101 805-78205 18.000 EACH| 583.00000 10494.00| 583.00000 10494.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER, GREEN | | | 0102 805-78215 5.000 EACH| 583.00000 2915.00| 583.00000 2915.00| TRAFFIC SIGNAL HEAD, 3 FACE, 305 mm RED,| | | AMBER ARROW, GREEN ARROW | | | 0103 805-78415 7.000 EACH| 1500.00000 10500.00| 1500.00000 10500.00| SPAN, CATENARY, AND TETHER | | | 0104 805-78420 7.000 EACH| 225.00000 1575.00| 225.00000 1575.00| DISCONNECT HANGER | | | 0105 805-78445 2.000 EACH| 475.00000 950.00| 475.00000 950.00| SIGNAL SERVICE | | | 0106 805-78452 2.000 EACH| 50.00000 100.00| 50.00000 100.00| SIGNAL CONDUIT RISER, 25 mm | | | 0107 805-78467 39.100 m | 4.00000 156.40| 4.00000 156.40| SIGNAL CABLE, 3C 8GA. | | | 0108 805-78470 2351.180 m | 0.80000 1880.94| 0.80000 1880.94| SIGNAL CABLE, ROADWAY LOOP, 1C 14GA. | | | 0109 805-78480 200.000 m | 1.50000 300.00| 1.50000 300.00| SIGNAL CABLE, 3C 14GA. | | | 0110 805-78485 546.300 m | 2.60000 1420.38| 2.60000 1420.38| SIGNAL CABLE, 5C 14GA. | | | 0111 805-78490 646.600 m | 2.90000 1875.14| 2.90000 1875.14| SIGNAL CABLE, 7C 14GA. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 207 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,269,445.82 ROUTE : 30 CALL ORDER : 207 CONTRACT ID : R -24665-A COUNTIES : ALLEN WHITLEY LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 | |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0112 805-78510 4050.200 m | 2.00000 8100.40| 2.00000 8100.40| SIGNAL CABLE, 2C 16GA., SHIELDED | | | 0113 805-78784 18.000 EACH| 120.00000 2160.00| 120.00000 2160.00| LOOP DETECTOR DELAY AMPLIFIER, 1 CHANNEL| | | 0114 805-78785 17.000 EACH| 475.00000 8075.00| 475.00000 8075.00| SIGNAL DETECTOR HOUSING | | | 0115 805-78795 765.982 m | 25.00000 19149.55| 25.00000 19149.55| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0116 805-78925 2.000 EACH| 550.00000 1100.00| 550.00000 1100.00| CONTROLLER CABINET FOUNDATION, P1 | | | 0117 805-79020 LUMP| 4500.00000 4500.00| 4500.00000 4500.00| TRAFFIC SIGNAL INSTALLATION, ACTUATED | | | 0118 805-81060 4.000 EACH| 3200.00000 12800.00| 3200.00000 12800.00| SIGNAL STRAIN POLE, STEEL, 11.0 m | | | 0119 805-92455 4.000 EACH| 4200.00000 16800.00| 4200.00000 16800.00| FLASHER BEACON ASSEMBLY | | | 0120 805-94295 12.000 EACH| 275.00000 3300.00| 275.00000 3300.00| SIGNAL HEAD, RELOCATE | | | 0121 808-03631 29098.000 m | 1.26000 36663.48| 1.26000 36663.48| LINE, EPOXY, SOLID, WHITE, 100 mm | | | 0122 808-03632 29095.000 m | 1.26000 36659.70| 1.26000 36659.70| LINE, EPOXY, SOLID, YELLOW, 100 mm | | | 0123 808-05534 1738.000 m | 3.00000 5214.00| 3.00000 5214.00| LINE, EPOXY, SOLID, WHITE, 200 mm | | | 0124 808-05535 245.000 m | 20.00000 4900.00| 20.00000 4900.00| TRANSVERSE MARKINGS, EPOXY, SOLID, | | | WHITE, CROSSHATCH LINE, 600 mm | | | 0125 808-05866 17.500 m2 | 70.00000 1225.00| 70.00000 1225.00| PAVEMENT MESSAGE MARKING, REMOVE | | | 0126 808-06368 32.400 m | 7.95000 257.58| 7.95000 257.58| TRANSVERSE MARKING, REMOVE | | | 0127 808-06716 1237.000 m | 3.22000 3983.14| 3.22000 3983.14| LINE, REMOVE | | | 0128 808-74805 170.000 m | 25.00000 4250.00| 25.00000 4250.00| TRANSVERSE MARKINGS, EPOXY, STOP LINE, | | | 600 mm | | | 0129 808-74807 18.000 EACH| 120.00000 2160.00| 120.00000 2160.00| PAVEMENT MESSAGE MARKINGS, EPOXY, LANE | | | INDICATIONS ARROWS | | | 0130 808-74808 18.000 EACH| 150.00000 2700.00| 150.00000 2700.00| PAVEMENT MESSAGE MARKINGS, EPOXY, WORD | | | (ONLY) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 207 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,269,445.82 ROUTE : 30 CALL ORDER : 207 CONTRACT ID : R -24665-A COUNTIES : ALLEN WHITLEY LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 | |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 808-75061 6627.000 m | 6.75000 44732.25| 9.18000 60835.86| LINE, PREFORMED PLASTIC, BROKEN, WHITE, | | | 125 mm | | | 0132 808-75297 46.400 m | 10.50000 487.20| 7.80000 361.92| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0133 808-75320 4.000 EACH| 45.00000 180.00| 30.00000 120.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0134 808-75325 4.000 EACH| 64.00000 256.00| 46.00000 184.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0135 808-75996 1841.000 EACH| 2.20000 4050.20| 3.55000 6535.55| SNOWPLOWABLE RAISED PAVEMENT MARKER, | | | REMOVE | | | 0136 808-75998 1841.000 EACH| 19.70000 36267.70| 19.70000 36267.70| SNOWPLOWABLE RAISED PAVEMENT MARKER , | | | TYPE 2 | | | 0137 305-97026 50.000 Mg | 19.00000 950.00| 60.00000 3000.00| AGGREGATE, NO. 73 | | | 0138 716-03292 21.000 m | 304.57000 6395.97| 1250.00000 26250.00| PIPE, JACKED, REINFORCED CONCRETE, IV, | | | 750 mm | | | 0139 808-97323 549.000 m | 14.00000 7686.00| 15.60000 8564.40| LINE, THERMOPLASTIC, FOR BUZZ STRIPS, | | | 200 mm | | | 0140 808-99195 4567.000 m | 6.75000 30827.25| 9.18000 41925.06| LINE, PREFORMED PLASTIC, SOLID, WHITE, | | | 125 mm | | | 0141 305-60400 200.000 Mg | 17.64000 3528.00| 16.50000 3300.00| COMPACTED AGGREGATE FOR PATCHING | | | 0142 401-05437 5553.000 Mg | 28.62000 158926.86| 34.00000 188802.00| QC/QA HMA BASE 25.0 mm, MAINLINE , FOR | | | TEMPORARY CROSSOVER | | | 0143 401-05455 954.000 Mg | 27.72000 26444.88| 37.50000 35775.00| QC/QA HMA INTERMEDIATE 19.0 mm, | | | MAINLINE , FOR TEMPORARY CROSSOVER | | | 0144 401-05456 435.000 Mg | 40.67000 17691.45| 56.00000 24360.00| QC/QA HMA SURFACE 9.5 mm, MAINLINE , | | | FOR TEMPORARY CROSSOVER | | | 0145 506-06333 4160.900 m2 | 38.81000 161484.53| 50.00000 208045.00| PCCP PATCHING, FULL DEPTH , FOR | | | RUBBLIZED PAVEMENT | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 207 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 13,269,445.82 ROUTE : 30 CALL ORDER : 207 CONTRACT ID : R -24665-A COUNTIES : ALLEN WHITLEY LETTING DATE : 04/18/00 10:00 AM DISTRICT : FT. WAYNE DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-1065659 |(2) 34-4272670 | |BROOKS CONSTRUCTION |JOHNSON, S.E. COMPANIES | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0146 305-05731 13696.000 Mg | 31.75000 434848.00| 49.00000 671104.00| WIDENING WITH QC/QA HMA | | | SECTION TOTALS | $ 12,367,297.48| $ 12,697,522.12| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 12,367,297.48| $ 12,697,522.12| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 213 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 816,485.31 ROUTE : MIDDLE RD (J'VILLE) CALL ORDER : 213 CONTRACT ID : R -24730-A COUNTIES : CLARK LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 85 WORK DAYS CONTRACT DESCRIPTION : URBAN PROJECT(S) : C720011 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 681,000.00 100.0000% 2 35-1487672 MAC CONSTRUCTION & EXCAVATING, INC. $ 915,750.12 134.4713% 3 35-1618530 AMERICAN CONTRACTING & SERVICES, INC. $ 968,815.75 142.2636% 4 35-1357381 O'MARA, DAVE CONTRACTOR $ 998,525.12 146.6263% ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1487672 |(3) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|MAC CONSTRUCTION & EXCAVATIN|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06790 9.000 MOS | 1400.00000 12600.00| 1000.00000 9000.00| 1200.00000 10800.00 FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 13000.00000 13000.00| 22000.00000 22000.00| 35000.00000 35000.00 CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 34000.00000 34000.00| 30000.00000 30000.00| 48400.00000 48400.00 MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 13562.67000 13562.67| 22500.00000 22500.00| 24000.00000 24000.00 CLEARING RIGHT OF WAY | | | 0005 202-60820 915.000 SYS | 1.65000 1509.75| 4.25000 3888.75| 5.00000 4575.00 SURFACE MILLING, ASPHALT | | | 0006 203-02000 7000.000 CYS | 9.00000 63000.00| 33.00000 231000.00| 17.00000 119000.00 EXCAVATION, COMMON | | | 0007 205-02229 108.000 LFT | 3.65000 394.20| 3.65000 394.20| 3.80000 410.40 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0008 205-02234 18.000 EACH| 75.00000 1350.00| 75.00000 1350.00| 80.00000 1440.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0009 205-02236 1.000 EACH| 70.00000 70.00| 70.00000 70.00| 75.00000 75.00 TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0010 211-02060 360.400 CYS | 26.00000 9370.40| 16.00000 5766.40| 42.00000 15136.80 B BORROW FOR STRUCTURE BACKFILL | | | 0011 213-52830 80.000 CYS | 120.00000 9600.00| 130.00000 10400.00| 100.00000 8000.00 FLOWABLE MORTAR | | | 0012 303-52308 561.000 TON | 15.00000 8415.00| 15.00000 8415.00| 35.00000 19635.00 COMPACTED AGGREGATE FOR BASE, 0, 53 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 213 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 816,485.31 ROUTE : MIDDLE RD (J'VILLE) CALL ORDER : 213 CONTRACT ID : R -24730-A COUNTIES : CLARK LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1487672 |(3) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|MAC CONSTRUCTION & EXCAVATIN|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0013 303-52309 2168.000 TON | 13.00000 28184.00| 15.00000 32520.00| 31.00000 67208.00 COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0014 305-05204 14.000 TON | 90.00000 1260.00| 130.00000 1820.00| 120.00000 1680.00 HMA FOR PATCHING | | | 0017 401-06264 LUMP| 1000.00000 1000.00| 2200.00000 2200.00| 2100.00000 2100.00 PROFILOGRAPH, HMA | | | 0018 402-05470 1349.000 TON | 25.00000 33725.00| 30.80000 41549.20| 29.00000 39121.00 HMA BASE C25.0 mm, MAINLINE | | | 0019 402-05477 982.000 TON | 44.00000 43208.00| 37.80000 37119.60| 49.00000 48118.00 HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05495 802.000 TON | 30.00000 24060.00| 37.80000 30315.60| 35.00000 28070.00 HMA WEDGE AND LEVEL | | | 0021 404-05511 4446.000 SYS | 1.00000 4446.00| 2.00000 8892.00| 1.25000 5557.50 SEAL COAT, 2 | | | 0022 406-05521 14710.000 SYS | 0.05000 735.50| 0.10000 1471.00| 0.06000 882.60 ASPHALT FOR TACK COAT | | | 0023 604-91531 9.000 SYS | 84.60000 761.40| 33.00000 297.00| 40.00000 360.00 SIDEWALK, CONCRETE, 4 IN. | | | 0024 605-06140 60.000 LFT | 36.80000 2208.00| 16.00000 960.00| 32.00000 1920.00 CURB AND GUTTER, CONCRETE | | | 0025 610-05527 417.000 TON | 45.00000 18765.00| 47.80000 19932.60| 62.00000 25854.00 HMA FOR APPROACHES | | | 0026 611-02825 1.000 EACH| 175.00000 175.00| 300.00000 300.00| 310.00000 310.00 MAILBOX ASSEMBLY, 3 UNIT | | | 0027 611-06497 18.000 EACH| 130.00000 2340.00| 105.00000 1890.00| 110.00000 1980.00 MAILBOX ASSEMBLY, SINGLE | | | 0028 611-06498 3.000 EACH| 150.00000 450.00| 150.00000 450.00| 165.00000 495.00 MAILBOX ASSEMBLY, DOUBLE | | | 0029 614-06480 136.000 LFT | 55.00000 7480.00| 50.00000 6800.00| 52.00000 7072.00 HEADER, CEMENT CONCRETE, C | | | 0030 615-06490 19.000 EACH| 105.00000 1995.00| 95.00000 1805.00| 100.00000 1900.00 RIGHT OF WAY MARKER | | | 0031 616-02320 130.000 SYS | 3.00000 390.00| 1.00000 130.00| 5.00000 650.00 GEOTEXTILES | | | 0032 616-06405 24.000 TON | 30.00000 720.00| 22.00000 528.00| 44.00000 1056.00 RIPRAP, REVETMENT | | | 0033 621-01004 1.000 EACH| 635.00000 635.00| 635.00000 635.00| 635.00000 635.00 MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06545 1.200 TON | 510.00000 612.00| 510.00000 612.00| 525.00000 630.00 FERTILIZER | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 213 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 816,485.31 ROUTE : MIDDLE RD (J'VILLE) CALL ORDER : 213 CONTRACT ID : R -24730-A COUNTIES : CLARK LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1487672 |(3) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|MAC CONSTRUCTION & EXCAVATIN|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 621-06554 431.000 LBS | 3.85000 1659.35| 3.85000 1659.35| 4.00000 1724.00 SEED MIXTURE, U | | | 0036 621-06565 5.800 TON | 465.00000 2697.00| 465.00000 2697.00| 480.00000 2784.00 MULCHING MATERIAL | | | 0037 621-06567 0.002 MG | 100000.00000 200.00| 2.50000 0.01| 10.00000 0.02 WATER | | | 0038 621-06575 297.000 SYS | 3.55000 1054.35| 3.55000 1054.35| 3.80000 1128.60 SODDING, NURSERY | | | 0039 715-05028 215.000 LFT | 24.00000 5160.00| 21.00000 4515.00| 39.00000 8385.00 PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0040 715-05032 50.000 LFT | 26.00000 1300.00| 27.00000 1350.00| 61.00000 3050.00 PIPE, TYPE 2, CIRCULAR, 15 IN. | | | 0041 715-05048 9138.000 LFT | 3.25000 29698.50| 8.00000 73104.00| 3.40000 31069.20 PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0042 715-05053 329.000 LFT | 15.00000 4935.00| 14.00000 4606.00| 16.00000 5264.00 PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0043 715-05119 645.000 LFT | 26.00000 16770.00| 22.00000 14190.00| 32.00000 20640.00 PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0044 715-05152 296.000 LFT | 32.00000 9472.00| 32.00000 9472.00| 46.00000 13616.00 PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0045 715-05168 19.000 LFT | 24.00000 456.00| 26.00000 494.00| 28.00000 532.00 PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0046 715-05169 649.000 LFT | 26.00000 16874.00| 22.00000 14278.00| 35.00000 22715.00 PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0047 715-46000 3.000 EACH| 250.00000 750.00| 75.00000 225.00| 250.00000 750.00 PIPE END SECTION, 12 IN. | | | 0048 715-46005 33.000 EACH| 270.00000 8910.00| 300.00000 9900.00| 320.00000 10560.00 PIPE END SECTION, 15 IN. | | | 0049 715-46010 6.000 EACH| 390.00000 2340.00| 400.00000 2400.00| 350.00000 2100.00 PIPE END SECTION, 18 IN. | | | 0050 718-06531 17.000 EACH| 400.00000 6800.00| 430.00000 7310.00| 600.00000 10200.00 OUTLET PROTECTOR, 3 | | | 0051 718-06532 3280.000 LFT | 0.50000 1640.00| 0.60000 1968.00| 0.55000 1804.00 VIDEO INSPECTION FOR UNDERDRAINS | | | 0052 718-52610 595.000 CYS | 23.75000 14131.25| 15.00000 8925.00| 25.00000 14875.00 AGGREGATE FOR UNDERDRAINS | | | 0053 718-99153 5410.000 SYS | 1.80000 9738.00| 1.25000 6762.50| 1.90000 10279.00 GEOTEXTILES FOR UNDERDRAIN | | | 0054 720-45030 1.000 EACH| 1600.00000 1600.00| 1200.00000 1200.00| 1500.00000 1500.00 INLET, E7 | | | 0055 730-26728 2.000 EACH| 2000.00000 4000.00| 3000.00000 6000.00| 3000.00000 6000.00 GRATED BOX END SECTION, II, 4:1, 12 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 213 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 816,485.31 ROUTE : MIDDLE RD (J'VILLE) CALL ORDER : 213 CONTRACT ID : R -24730-A COUNTIES : CLARK LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1487672 |(3) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|MAC CONSTRUCTION & EXCAVATIN|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 730-97404 2.000 EACH| 2100.00000 4200.00| 3000.00000 6000.00| 3100.00000 6200.00 GRATED BOX END SECTION, I, 3:1, 15 IN. | | | 0057 801-06203 1170.000 LFT | 0.45000 526.50| 0.28000 327.60| 0.30000 351.00 TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0058 801-06207 1170.000 LFT | 1.35000 1579.50| 1.00000 1170.00| 1.05000 1228.50 TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0059 801-06605 16.000 EACH| 95.00000 1520.00| 200.00000 3200.00| 220.00000 3520.00 BARRICADE, IIIA | | | 0061 801-06625 13.000 EACH| 110.00000 1430.00| 98.00000 1274.00| 100.00000 1300.00 DETOUR ROUTE MARKER ASSEMBLY | | | 0062 801-06640 12.000 EACH| 110.00000 1320.00| 85.00000 1020.00| 90.00000 1080.00 CONSTRUCTION SIGN, A | | | 0063 801-06775 LUMP| 7000.00000 7000.00| 8600.00000 8600.00| 50000.00000 50000.00 MAINTAINING TRAFFIC | | | 0064 802-76025 41.250 SFT | 16.50000 680.63| 21.89000 902.96| 23.00000 948.75 SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0065 802-76055 104.000 LFT | 5.50000 572.00| 4.00000 416.00| 4.25000 442.00 SIGN POST, A | | | 0066 802-91122 2.000 EACH| 100.00000 200.00| 250.00000 500.00| 265.00000 530.00 SIGN, GROUND MOUNTED, RESET | | | 0067 804-06770 17.000 EACH| 35.00000 595.00| 19.00000 323.00| 20.00000 340.00 DELINEATOR POST | | | 0068 808-06701 453.000 LFT | 0.25000 113.25| 0.25000 113.25| 0.40000 181.20 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0069 808-06703 9231.000 LFT | 0.25000 2307.75| 0.25000 2307.75| 0.38000 3507.78 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0070 808-75245 9130.000 LFT | 0.25000 2282.50| 0.25000 2282.50| 0.38000 3469.40 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0071 808-75297 182.000 LFT | 2.75000 500.50| 2.75000 500.50| 4.00000 728.00 TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0072 808-75340 2.000 EACH| 275.00000 550.00| 275.00000 550.00| 410.00000 820.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0073 808-94435 3.000 EACH| 75.00000 225.00| 75.00000 225.00| 250.00000 750.00 PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (STOP) | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 213 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 816,485.31 ROUTE : MIDDLE RD (J'VILLE) CALL ORDER : 213 CONTRACT ID : R -24730-A COUNTIES : CLARK LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2040801 |(2) 35-1487672 |(3) 35-1618530 |GOHMANN ASPHALT & CONSTR., I|MAC CONSTRUCTION & EXCAVATIN|AMERICAN CONTRACTING & SERVI LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0074 402-05468 4510.000 TON | 29.00000 130790.00| 29.90000 134849.00| 33.00000 148830.00 HMA BASE 25.0 mm, MAINLINE | | | 0075 402-05474 1332.000 TON | 30.00000 39960.00| 29.75000 39627.00| 36.00000 47952.00 HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0076 801-06606 19.000 EACH| 135.00000 2565.00| 135.00000 2565.00| 210.00000 3990.00 BARRICADE, IIIB | | | 0077 801-04308 5.000 EACH| 375.00000 1875.00| 375.00000 1875.00| 320.00000 1600.00 ROAD CLOSURE SIGN ASSEMBLY | | | SECTION TOTALS | $ 681,000.00| $ 915,750.12| $ 968,815.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 681,000.00| $ 915,750.12| $ 968,815.75 ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 213 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 816,485.31 ROUTE : MIDDLE RD (J'VILLE) CALL ORDER : 213 CONTRACT ID : R -24730-A COUNTIES : CLARK LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ROAD REHABILITATION | | | 0001 105-06790 9.000 MOS | 1000.00000 9000.00| | FIELD OFFICE, 300 SFT | | | 0002 105-06845 LUMP| 38000.00000 38000.00| | CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 30000.00000 30000.00| | MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 38000.00000 38000.00| | CLEARING RIGHT OF WAY | | | 0005 202-60820 915.000 SYS | 3.00000 2745.00| | SURFACE MILLING, ASPHALT | | | 0006 203-02000 7000.000 CYS | 8.00000 56000.00| | EXCAVATION, COMMON | | | 0007 205-02229 108.000 LFT | 10.00000 1080.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | STRAW BALE DITCH CHECK | | | 0008 205-02234 18.000 EACH| 100.00000 1800.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0009 205-02236 1.000 EACH| 100.00000 100.00| | TEMPORARY EROSION AND SEDIMENT CONTROL, | | | DROP INLET PROTECTION | | | 0010 211-02060 360.400 CYS | 15.00000 5406.00| | B BORROW FOR STRUCTURE BACKFILL | | | 0011 213-52830 80.000 CYS | 125.00000 10000.00| | FLOWABLE MORTAR | | | 0012 303-52308 561.000 TON | 18.00000 10098.00| | COMPACTED AGGREGATE FOR BASE, 0, 53 | | | 0013 303-52309 2168.000 TON | 18.00000 39024.00| | COMPACTED AGGREGATE FOR SHOULDER, 0, 53 | | | 0014 305-05204 14.000 TON | 100.00000 1400.00| | HMA FOR PATCHING | | | 0017 401-06264 LUMP| 10000.00000 10000.00| | PROFILOGRAPH, HMA | | | 0018 402-05470 1349.000 TON | 47.00000 63403.00| | HMA BASE C25.0 mm, MAINLINE | | | 0019 402-05477 982.000 TON | 52.50000 51555.00| | HMA SURFACE 9.5 mm, MAINLINE | | | 0020 402-05495 802.000 TON | 60.00000 48120.00| | HMA WEDGE AND LEVEL | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 213 -7 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 816,485.31 ROUTE : MIDDLE RD (J'VILLE) CALL ORDER : 213 CONTRACT ID : R -24730-A COUNTIES : CLARK LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0021 404-05511 4446.000 SYS | 1.75000 7780.50| | SEAL COAT, 2 | | | 0022 406-05521 14710.000 SYS | 0.20000 2942.00| | ASPHALT FOR TACK COAT | | | 0023 604-91531 9.000 SYS | 30.00000 270.00| | SIDEWALK, CONCRETE, 4 IN. | | | 0024 605-06140 60.000 LFT | 25.00000 1500.00| | CURB AND GUTTER, CONCRETE | | | 0025 610-05527 417.000 TON | 76.00000 31692.00| | HMA FOR APPROACHES | | | 0026 611-02825 1.000 EACH| 250.00000 250.00| | MAILBOX ASSEMBLY, 3 UNIT | | | 0027 611-06497 18.000 EACH| 150.00000 2700.00| | MAILBOX ASSEMBLY, SINGLE | | | 0028 611-06498 3.000 EACH| 200.00000 600.00| | MAILBOX ASSEMBLY, DOUBLE | | | 0029 614-06480 136.000 LFT | 10.00000 1360.00| | HEADER, CEMENT CONCRETE, C | | | 0030 615-06490 19.000 EACH| 200.00000 3800.00| | RIGHT OF WAY MARKER | | | 0031 616-02320 130.000 SYS | 6.00000 780.00| | GEOTEXTILES | | | 0032 616-06405 24.000 TON | 25.00000 600.00| | RIPRAP, REVETMENT | | | 0033 621-01004 1.000 EACH| 800.00000 800.00| | MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0034 621-06545 1.200 TON | 510.00000 612.00| | FERTILIZER | | | 0035 621-06554 431.000 LBS | 5.00000 2155.00| | SEED MIXTURE, U | | | 0036 621-06565 5.800 TON | 500.00000 2900.00| | MULCHING MATERIAL | | | 0037 621-06567 0.002 MG | 10.00000 0.02| | WATER | | | 0038 621-06575 297.000 SYS | 4.00000 1188.00| | SODDING, NURSERY | | | 0039 715-05028 215.000 LFT | 30.00000 6450.00| | PIPE, TYPE 2, CIRCULAR, 12 IN. | | | 0040 715-05032 50.000 LFT | 33.00000 1650.00| | PIPE, TYPE 2, CIRCULAR, 15 IN. | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 213 -8 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 816,485.31 ROUTE : MIDDLE RD (J'VILLE) CALL ORDER : 213 CONTRACT ID : R -24730-A COUNTIES : CLARK LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0041 715-05048 9138.000 LFT | 2.75000 25129.50| | PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0042 715-05053 329.000 LFT | 10.00000 3290.00| | PIPE, UNDERDRAIN OUTLET, 6 IN. | | | 0043 715-05119 645.000 LFT | 35.00000 22575.00| | PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0044 715-05152 296.000 LFT | 38.00000 11248.00| | PIPE, TYPE 2, CIRCULAR, 18 IN. | | | 0045 715-05168 19.000 LFT | 40.00000 760.00| | PIPE, TYPE 3, CIRCULAR, 12 IN. | | | 0046 715-05169 649.000 LFT | 35.00000 22715.00| | PIPE, TYPE 3, CIRCULAR, 15 IN. | | | 0047 715-46000 3.000 EACH| 250.00000 750.00| | PIPE END SECTION, 12 IN. | | | 0048 715-46005 33.000 EACH| 300.00000 9900.00| | PIPE END SECTION, 15 IN. | | | 0049 715-46010 6.000 EACH| 500.00000 3000.00| | PIPE END SECTION, 18 IN. | | | 0050 718-06531 17.000 EACH| 500.00000 8500.00| | OUTLET PROTECTOR, 3 | | | 0051 718-06532 3280.000 LFT | 3.00000 9840.00| | VIDEO INSPECTION FOR UNDERDRAINS | | | 0052 718-52610 595.000 CYS | 25.00000 14875.00| | AGGREGATE FOR UNDERDRAINS | | | 0053 718-99153 5410.000 SYS | 1.25000 6762.50| | GEOTEXTILES FOR UNDERDRAIN | | | 0054 720-45030 1.000 EACH| 1800.00000 1800.00| | INLET, E7 | | | 0055 730-26728 2.000 EACH| 4000.00000 8000.00| | GRATED BOX END SECTION, II, 4:1, 12 IN. | | | 0056 730-97404 2.000 EACH| 4500.00000 9000.00| | GRATED BOX END SECTION, I, 3:1, 15 IN. | | | 0057 801-06203 1170.000 LFT | 1.00000 1170.00| | TEMPORARY PAVEMENT MARKING, 4 IN. | | | 0058 801-06207 1170.000 LFT | 2.00000 2340.00| | TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 4 IN. | | | 0059 801-06605 16.000 EACH| 300.00000 4800.00| | BARRICADE, IIIA | | | 0061 801-06625 13.000 EACH| 100.00000 1300.00| | DETOUR ROUTE MARKER ASSEMBLY | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 213 -9 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 816,485.31 ROUTE : MIDDLE RD (J'VILLE) CALL ORDER : 213 CONTRACT ID : R -24730-A COUNTIES : CLARK LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(4) 35-1357381 | | |O'MARA, DAVE CONTRACTOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0062 801-06640 12.000 EACH| 100.00000 1200.00| | CONSTRUCTION SIGN, A | | | 0063 801-06775 LUMP| 40000.00000 40000.00| | MAINTAINING TRAFFIC | | | 0064 802-76025 41.250 SFT | 20.00000 825.00| | SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 0.080 IN. THICKNESS | | | 0065 802-76055 104.000 LFT | 15.00000 1560.00| | SIGN POST, A | | | 0066 802-91122 2.000 EACH| 1000.00000 2000.00| | SIGN, GROUND MOUNTED, RESET | | | 0067 804-06770 17.000 EACH| 25.00000 425.00| | DELINEATOR POST | | | 0068 808-06701 453.000 LFT | 1.00000 453.00| | LINE, THERMOPLASTIC, BROKEN, WHITE, 4 | | | IN. | | | 0069 808-06703 9231.000 LFT | 0.60000 5538.60| | LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.| | | 0070 808-75245 9130.000 LFT | 0.60000 5478.00| | LINE, THERMOPLASTIC, SOLID, YELLOW, 4 | | | IN. | | | 0071 808-75297 182.000 LFT | 10.00000 1820.00| | TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 24 IN. | | | 0072 808-75340 2.000 EACH| 400.00000 800.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD, RXR | | | 0073 808-94435 3.000 EACH| 500.00000 1500.00| | PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (STOP) | | | 0074 402-05468 4510.000 TON | 45.00000 202950.00| | HMA BASE 25.0 mm, MAINLINE | | | 0075 402-05474 1332.000 TON | 55.00000 73260.00| | HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0076 801-06606 19.000 EACH| 300.00000 5700.00| | BARRICADE, IIIB | | | 0077 801-04308 5.000 EACH| 300.00000 1500.00| | ROAD CLOSURE SIGN ASSEMBLY | | | SECTION TOTALS | $ 998,525.12| | ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 998,525.12| | ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 221 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,322,487.71 ROUTE : CALL ORDER : 221 CONTRACT ID : R -24751-B COUNTIES : ORANGE LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT CONTRACT TIME : 10/15/00 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : 9959008 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2065425 INFRASTRUCTURE SYSTEMS INC. $ 1,187,028.66 100.0000% 2 35-0906416 WEDDLE BROTHERS CONSTRUCTION $ 1,192,673.13 100.4755% ==================================================================================================================================== |(1) 35-2065425 |(2) 35-0906416 | |INFRASTRUCTURE SYSTEMS INC. |WEDDLE BROTHERS CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 SCENIC EASEMENTS | | | 0001 105-06790 4.000 MOS | 3300.00000 13200.00| 1355.48000 5421.92| FIELD OFFICE, 27.9 m2 | | | 0002 105-06845 LUMP| 17000.00000 17000.00| 21662.25000 21662.25| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 27000.00000 27000.00| 59655.07000 59655.07| MOBILIZATION AND DEMOBILIZATION | | | 0004 202-02278 1250.700 m | 15.65000 19573.46| 13.82000 17284.67| CURB, CONCRETE, REMOVE | | | 0005 202-52710 2790.700 m2 | 10.00000 27907.00| 4.82000 13451.17| SIDEWALK, CONCRETE, REMOVE | | | 0006 210-05804 LUMP| 15000.00000 15000.00| 56333.02000 56333.02| MISCELLANEOUS DEMOLITION/RELOCATION OF | | | MONUMENTS | | | 0007 211-02060 5381.700 m3 | 21.00000 113015.70| 18.33000 98646.56| B BORROW FOR STRUCTURE BACKFILL | | | 0008 305-05204 361.000 Mg | 81.00000 29241.00| 87.27000 31504.47| HMA FOR PATCHING | | | 0009 305-05206 186.000 Mg | 103.00000 19158.00| 82.39000 15324.54| WIDENING WITH HMA | | | 0010 401-05456 781.000 Mg | 73.00000 57013.00| 71.19000 55599.39| QC/QA HMA SURFACE 9.5 mm, MAINLINE | | | 0011 402-05468 343.000 Mg | 60.00000 20580.00| 53.97000 18511.71| HMA BASE 25.0 mm, MAINLINE | | | 0012 402-05474 118.000 Mg | 60.00000 7080.00| 53.97000 6368.46| HMA INTERMEDIATE 19.0 mm, MAINLINE | | | 0013 406-05520 2.350 Mg | 420.00000 987.00| 401.89000 944.44| ASPHALT FOR TACK COAT | | | 0014 604-01920 1248.900 m2 | 90.00000 112401.00| 87.50000 109278.75| CONCRETE PAVERS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 221 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,322,487.71 ROUTE : CALL ORDER : 221 CONTRACT ID : R -24751-B COUNTIES : ORANGE LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2065425 |(2) 35-0906416 | |INFRASTRUCTURE SYSTEMS INC. |WEDDLE BROTHERS CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0015 604-06069 205.800 m2 | 65.00000 13377.00| 73.56000 15138.65| CURB RAMP, CONCRETE | | | 0016 604-06070 3361.900 m2 | 32.00000 107580.80| 32.45000 109093.66| SIDEWALK, CONCRETE | | | 0017 605-06140 1010.500 m | 45.00000 45472.50| 42.72000 43168.56| CURB AND GUTTER, CONCRETE | | | 0018 611-05332 79.100 m2 | 50.00000 3955.00| 67.28000 5321.85| CEMENT CONCRETE PAVEMENT FOR DRIVEWAYS | | | 0019 621-06560 3939.000 m2 | 1.80000 7090.20| 0.45000 1772.55| MULCHED SEEDING, U | | | 0020 621-06567 3.500 kL | 2.00000 7.00| 2.75000 9.63| WATER | | | 0021 621-06575 193.200 m2 | 8.00000 1545.60| 5.05000 975.66| SODDING, NURSERY | | | 0022 715-04612 22.900 m | 115.00000 2633.50| 124.21000 2844.41| PIPE , 100mm, TYPE K | | | 0023 715-04612 6.100 m | 39.00000 237.90| 124.21000 757.68| PIPE , 18.75mm, TYPE K | | | 0024 715-04612 19.800 m | 41.00000 811.80| 124.21000 2459.36| PIPE , 37.5mm, TYPE K | | | 0025 715-04612 48.800 m | 30.00000 1464.00| 124.21000 6061.45| PIPE , 50mm, TYPE K | | | 0026 715-04612 27.400 m | 77.00000 2109.80| 124.21000 3403.35| PIPE , 75mm, TYPE K | | | 0027 715-05024 312.500 m | 223.00000 69687.50| 136.30000 42593.75| PIPE, TYPE 2, CIRCULAR, 900 mm | | | 0028 715-05149 412.000 m | 124.00000 51088.00| 76.15000 31373.80| PIPE, TYPE 2, CIRCULAR, 300 mm | | | 0029 715-05152 96.000 m | 152.00000 14592.00| 93.63000 8988.48| PIPE, TYPE 2, CIRCULAR, 450 mm | | | 0030 715-05153 69.500 m | 136.00000 9452.00| 97.43000 6771.39| PIPE, TYPE 2, CIRCULAR, 525 mm | | | 0031 715-05154 117.000 m | 139.00000 16263.00| 113.48000 13277.16| PIPE, TYPE 2, CIRCULAR, 600 mm | | | 0032 715-05156 88.000 m | 182.00000 16016.00| 139.97000 12317.36| PIPE, TYPE 2, CIRCULAR, 750 mm | | | 0033 715-91361 12.200 m | 32.00000 390.40| 41.17000 502.27| PIPE, PVC, 150 mm , PVC, SCHEDULE 40 | | | 0034 715-91361 41.100 m | 46.00000 1890.60| 41.17000 1692.09| PIPE, PVC, 150 mm , SDR | | | 0035 715-93912 106.000 m | 140.00000 14840.00| 248.41000 26331.46| WATER MAIN, 150 mm , PVC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 221 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,322,487.71 ROUTE : CALL ORDER : 221 CONTRACT ID : R -24751-B COUNTIES : ORANGE LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2065425 |(2) 35-0906416 | |INFRASTRUCTURE SYSTEMS INC. |WEDDLE BROTHERS CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 720-45045 20.000 EACH| 1860.00000 37200.00| 1370.06000 27401.20| INLET, J10 | | | 0037 720-45055 10.000 EACH| 2020.00000 20200.00| 1216.31000 12163.10| INLET, M10 | | | 0038 720-45085 2.000 EACH| 2400.00000 4800.00| 1625.29000 3250.58| INLET, T14 | | | 0039 720-45410 7.000 EACH| 1750.00000 12250.00| 1660.77000 11625.39| MANHOLE, C4 | | | 0040 720-45415 8.000 EACH| 2130.00000 17040.00| 2685.80000 21486.40| MANHOLE, D4 | | | 0041 720-45515 1.000 EACH| 2100.00000 2100.00| 2742.75000 2742.75| MANHOLE, D4, MODIFIED | | | 0042 720-91250 2.000 EACH| 1900.00000 3800.00| 1199.23000 2398.46| INLET, E2 | | | 0043 732-03859 1.000 EACH| 2310.00000 2310.00| 2704.15000 2704.15| HYDRANT, VALVE AND BOX | | | 0044 732-04596 4.000 EACH| 800.00000 3200.00| 1035.99000 4143.96| WATER SERVICE | | | 0045 732-04926 1.000 EACH| 1300.00000 1300.00| 1352.08000 1352.08| VALVE BOX | | | 0046 732-04961 LUMP| 37000.00000 37000.00| 63724.79000 63724.79| FOUNTAIN EQUIPMENT PACKAGE | | | 0047 732-04994 1.000 EACH| 1000.00000 1000.00| 1222.29000 1222.29| METER , WATER, RESET | | | 0048 801-06203 316.000 m | 1.50000 474.00| 1.37000 432.92| TEMPORARY PAVEMENT MARKING, 100 mm | | | 0049 801-06207 316.000 m | 4.00000 1264.00| 3.42000 1080.72| TEMPORARY PAVEMENT MARKING, REMOVABLE, | | | 100 mm | | | 0050 801-06640 14.000 EACH| 110.00000 1540.00| 104.17000 1458.38| CONSTRUCTION SIGN, A | | | 0051 801-06710 40.000 DAY | 23.00000 920.00| 20.83000 833.20| FLASHING ARROW SIGN | | | 0052 801-06775 LUMP| 10000.00000 10000.00| 72485.30000 72485.30| MAINTAINING TRAFFIC | | | 0053 802-05701 42.000 m | 60.00000 2520.00| 58.10000 2440.20| SIGN POST, SQUARE, 1, REINFORCED ANCHOR | | | BASE | | | 0054 802-76025 11.290 m2 | 260.00000 2935.40| 246.68000 2785.02| SIGN, SHEET, ENCAPSULATED LENS WITH | | | LEGEND, 2.03 mm THICKNESS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 221 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,322,487.71 ROUTE : CALL ORDER : 221 CONTRACT ID : R -24751-B COUNTIES : ORANGE LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2065425 |(2) 35-0906416 | |INFRASTRUCTURE SYSTEMS INC. |WEDDLE BROTHERS CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0055 805-02503 22.800 m | 2.00000 45.60| 3.42000 77.98| CABLE, ROADWAY LOOP, 1C 14GA. | | | 0056 805-02971 LUMP| 10600.00000 10600.00| 4583.48000 4583.48| ELECTRICAL SERVICE CABINET, BASKETBALL | | | COURT | | | 0057 805-02971 LUMP| 13100.00000 13100.00| 4583.48000 4583.48| ELECTRICAL SERVICE CABINET, EVENT | | | LIGHTING | | | 0058 805-06592 30.500 m | 24.00000 732.00| 54.68000 1667.74| CONDUIT, STEEL, GALVANIZED, 50mm , | | | FOUNTAIN LIGHTING FIXTURES | | | 0059 805-06592 30.500 m | 24.00000 732.00| 54.68000 1667.74| CONDUIT, STEEL, GALVANIZED, 50mm , | | | FOUNTAIN POWER | | | 0060 805-06592 70.100 m | 24.00000 1682.40| 54.68000 3833.07| CONDUIT, STEEL, GALVANIZED, 50mm , | | | LUMINAIRE PJ | | | 0061 805-06595 1082.000 m | 39.35000 42576.70| 41.01000 44372.82| CONDUIT, PVC, 50 mm , LIGHTING FIXTURES | | | 0062 805-78795 11.400 m | 36.00000 410.40| 34.18000 389.65| SAW CUT FOR ROADWAY LOOP AND SEALER | | | 0063 807-02560 LUMP| 1100.00000 1100.00| 2291.74000 2291.74| ELECTRICAL WORK , EXISTING, REMOVE | | | 0064 807-02819 6.000 EACH| 55.00000 330.00| 58.34000 350.04| LIGHTING RECEPTACLE, SINGLE, WATERPROOF | | | , GFCI | | | 0065 807-04654 4.000 EACH| 800.00000 3200.00| 1020.87000 4083.48| LIGHT POLE , ALUMINUM, 9.1m | | | 0066 807-04654 22.000 EACH| 1165.00000 25630.00| 1020.87000 22459.14| LIGHT POLE ALUMINUM, 3.6m | | | 0067 807-04866 2.000 EACH| 350.00000 700.00| 312.51000 625.02| LUMINAIRE , NA | | | 0068 807-04866 12.000 EACH| 1600.00000 19200.00| 312.51000 3750.12| LUMINAIRE , PA | | | 0069 807-04866 12.000 EACH| 1340.00000 16080.00| 312.51000 3750.12| LUMINAIRE , PB | | | 0070 807-04866 4.000 EACH| 1160.00000 4640.00| 312.51000 1250.04| LUMINAIRE , PC | | | 0071 807-04866 2.000 EACH| 705.00000 1410.00| 312.51000 625.02| LUMINAIRE , PE | | | 0072 807-04866 10.000 EACH| 1100.00000 11000.00| 312.51000 3125.10| LUMINAIRE , PH | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 221 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 1,322,487.71 ROUTE : CALL ORDER : 221 CONTRACT ID : R -24751-B COUNTIES : ORANGE LETTING DATE : 04/18/00 10:00 AM DISTRICT : VINCENNES DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 35-2065425 |(2) 35-0906416 | |INFRASTRUCTURE SYSTEMS INC. |WEDDLE BROTHERS CONSTRUCTION| LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0073 807-04866 4.000 EACH| 1120.00000 4480.00| 312.51000 1250.04| LUMINAIRE , PJ | | | 0074 808-06703 623.000 m | 2.20000 1370.60| 2.08000 1295.84| LINE, THERMOPLASTIC, SOLID, WHITE, 100mm| | | 0075 808-75043 201.800 m | 3.00000 605.40| 2.70000 544.86| LINE, THERMOPLASTIC, SOLID, WHITE, 150 | | | mm | | | 0076 808-75245 685.200 m | 1.50000 1027.80| 1.37000 938.72| LINE, THERMOPLASTIC, SOLID, YELLOW, | | | 100mm | | | 0077 808-75297 96.300 m | 22.00000 2118.60| 20.20000 1945.26| TRANSVERSE MARKINGS, THERMOPLASTIC, | | | STOP LINE, 600mm | | | 0078 808-75320 4.000 EACH| 67.00000 268.00| 62.50000 250.00| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, LANE INDICATION ARROW | | | 0079 808-75325 2.000 EACH| 85.00000 170.00| 78.13000 156.26| PAVEMENT MESSAGE MARKINGS, | | | THERMOPLASTIC, WORD (ONLY) | | | 0080 808-97664 11.000 EACH| 155.00000 1705.00| 151.05000 1661.55| PAVEMENT MESSAGE MARKINGS THERMOPLASTIC,| | | HANDICAP SYMBOL | | | 0081 900-04999 1.000 EACH| 600.00000 600.00| 572.94000 572.94| POST , EVENTS POWER, 4 IN. X 4 IN. | | | SECTION TOTALS | $ 1,187,028.66| $ 1,192,673.13| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,187,028.66| $ 1,192,673.13| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 229 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : I-65 CALL ORDER : 229 CONTRACT ID : R -24847-A COUNTIES : CLARK LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 09/30/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-2040801 GOHMANN ASPHALT & CONSTRUCTION, INC. $ 2,094,782.90 100.0000% ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 243 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,907,019.35 ROUTE : CALL ORDER : 243 CONTRACT ID : R -24952-A COUNTIES : JEFFERSON LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 11/01/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : 9939012 SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-0530117 HEALEY RAILROAD CORP $ 1,990,797.29 100.0000% 2 35-1075159 ANNEX RAILROAD BUILDERS $ 2,512,075.70 126.1844% ==================================================================================================================================== |(1) 31-0530117 |(2) 35-1075159 | |HEALEY RAILROAD CORP |ANNEX RAILROAD BUILDERS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 ENHANCEMENT- MADISON RAILROAD IMPROVEMENTS | | | 0001 105-01925 8.000 MOS | 400.00000 3200.00| 4500.00000 36000.00| FIELD OFFICE, 550 SQ. FT. | | | 0002 105-06845 LUMP| 8000.00000 8000.00| 37500.00000 37500.00| CONSTRUCTION ENGINEERING | | | 0003 110-01001 LUMP| 71084.74000 71084.74| 50600.00000 50600.00| MOBILIZATION AND DEMOBILIZATION | | | 0004 201-52370 LUMP| 49000.00000 49000.00| 175000.00000 175000.00| CLEARING RIGHT OF WAY | | | 0005 202-04997 LUMP| 6400.00000 6400.00| 7550.00000 7550.00| RAILROAD CROSSING REHAB, JPG#1 | | | 0006 202-04997 LUMP| 6450.00000 6450.00| 7600.00000 7600.00| RAILROAD CROSSING REHAB, JPG#2 | | | 0007 202-04997 LUMP| 5800.00000 5800.00| 7371.00000 7371.00| RAILROAD CROSSING REHAB, JPG#3 | | | 0008 202-04997 LUMP| 24840.00000 24840.00| 24834.00000 24834.00| RAILROAD CROSSING REHAB, JPG#4 | | | 0009 202-04997 LUMP| 6300.00000 6300.00| 6796.00000 6796.00| RAILROAD CROSSING REHAB, MP21.8 | | | 0010 202-04997 LUMP| 6450.00000 6450.00| 6796.00000 6796.00| RAILROAD CROSSING REHAB, MP23.6 | | | 0011 202-04997 LUMP| 1200.00000 1200.00| 1169.00000 1169.00| RAILROAD CROSSING REHAB, MP24.11 | | | 0012 202-04997 LUMP| 2075.00000 2075.00| 1843.00000 1843.00| RAILROAD CROSSING REHAB, MP25.27 | | | 0013 202-04997 LUMP| 7100.00000 7100.00| 7768.00000 7768.00| RAILROAD CROSSING REHAB, MP26.9 | | | 0014 202-04997 LUMP| 1775.00000 1775.00| 1838.00000 1838.00| RAILROAD CROSSING REHAB, MP27.1 | | | 0015 202-04997 LUMP| 6450.00000 6450.00| 7123.00000 7123.00| RAILROAD CROSSING REHAB, MP31.95 | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 243 -2 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,907,019.35 ROUTE : CALL ORDER : 243 CONTRACT ID : R -24952-A COUNTIES : JEFFERSON LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-0530117 |(2) 35-1075159 | |HEALEY RAILROAD CORP |ANNEX RAILROAD BUILDERS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 202-04997 LUMP| 750.00000 750.00| 675.00000 675.00| RAILROAD CROSSING REHAB, MP32.7 | | | 0017 202-04997 LUMP| 1350.00000 1350.00| 1049.00000 1049.00| RAILROAD CROSSING REHAB, MP32.9 | | | 0018 202-04997 LUMP| 5800.00000 5800.00| 4008.00000 4008.00| RAILROAD CROSSING REHAB, MP33.15 | | | 0019 202-04997 LUMP| 7400.00000 7400.00| 8222.00000 8222.00| RAILROAD CROSSING REHAB, MP34.95 | | | 0020 202-04997 LUMP| 6750.00000 6750.00| 7050.00000 7050.00| RAILROAD CROSSING REHAB, MP35.4 | | | 0021 202-04997 LUMP| 8850.00000 8850.00| 9872.00000 9872.00| RAILROAD CROSSING REHAB, MP36.35 | | | 0022 202-04997 LUMP| 6250.00000 6250.00| 6709.00000 6709.00| RAILROAD CROSSING REHAB, MP38.55 | | | 0023 202-04997 LUMP| 7550.00000 7550.00| 8325.00000 8325.00| RAILROAD CROSSING REHAB, MP39.8 | | | 0024 202-04997 LUMP| 12700.00000 12700.00| 15305.00000 15305.00| RAILROAD CROSSING REHAB, MP40.1 | | | 0025 202-04997 LUMP| 8350.00000 8350.00| 10335.00000 10335.00| RAILROAD CROSSING REHAB, MP40.95 | | | 0026 202-04997 LUMP| 15000.00000 15000.00| 16001.00000 16001.00| RAILROAD CROSSING REHAB, MP41.25 | | | 0027 202-04997 LUMP| 11150.00000 11150.00| 13359.00000 13359.00| RAILROAD CROSSING REHAB, MP41.85 | | | 0028 202-04997 LUMP| 27800.00000 27800.00| 24358.00000 24358.00| RAILROAD TURNOUT REHAB, JEFFERSON | | | PROVING GROUND, | | | 0029 202-04997 LUMP| 2380.00000 2380.00| 2163.00000 2163.00| RAILROAD TURNOUT REHAB, MP20 TO 21.25 | | | 0030 202-04997 LUMP| 3152.00000 3152.00| 2747.00000 2747.00| RAILROAD TURNOUT REHAB, MP21.25 TO 24 | | | 0031 202-04997 LUMP| 3900.00000 3900.00| 3427.00000 3427.00| RAILROAD TURNOUT REHAB, MP30 TO 33 | | | 0032 202-04997 LUMP| 2670.00000 2670.00| 1992.00000 1992.00| RAILROAD TURNOUT REHAB, MP36 TO 39 | | | 0033 202-04997 LUMP| 1787.00000 1787.00| 1176.00000 1176.00| RAILROAD TURNOUT REHAB, MP39 TO 42.65 | | | 0034 202-04998 16353.000 EACH| 1.50000 24529.50| 1.75000 28617.75| RAILROAD TIE PLATES | | | 0035 202-51328 LUMP| 6196.00000 6196.00| 6500.00000 6500.00| PRESENT STRUCTURE, REMOVE PORTIONS | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 243 -3 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,907,019.35 ROUTE : CALL ORDER : 243 CONTRACT ID : R -24952-A COUNTIES : JEFFERSON LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-0530117 |(2) 35-1075159 | |HEALEY RAILROAD CORP |ANNEX RAILROAD BUILDERS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 203-02070 47.000 CYS | 108.00000 5076.00| 25.00000 1175.00| BORROW | | | 0038 203-91878 42677.000 LFT | 2.00000 85354.00| 6.80000 290203.60| LINEAR DITCH GRADING | | | 0039 205-02224 2000.000 LFT | 0.89000 1780.00| 2.15000 4300.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | PERIMETER PROTECTION | | | 0040 205-02234 10.000 EACH| 344.00000 3440.00| 90.00000 900.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | CULVERT PIPE PROTECTION | | | 0041 210-06738 LUMP| 3575.00000 3575.00| 3894.00000 3894.00| CLEAN BRICK | | | 0042 210-06738 LUMP| 5625.00000 5625.00| 6127.00000 6127.00| CLEAN STONE | | | 0043 210-06739 LUMP| 7500.00000 7500.00| 8167.50000 8167.50| WOOD PLANK, HARDWOOD, TREATED | | | 0044 213-52830 5.300 CYS | 991.00000 5252.30| 300.00000 1590.00| FLOWABLE MORTAR | | | 0046 615-06490 15.000 EACH| 124.00000 1860.00| 210.00000 3150.00| RIGHT OF WAY MARKER | | | 0047 616-02305 180.000 CYS | 74.00000 13320.00| 210.00000 37800.00| GABIONS | | | 0048 616-02320 1200.000 SYS | 3.25000 3900.00| 2.50000 3000.00| GEOTEXTILES | | | 0049 616-05688 524.000 TON | 30.00000 15720.00| 25.00000 13100.00| RIPRAP, CLASS 1 | | | 0050 616-95778 689.000 SYS | 3.50000 2411.50| 5.00000 3445.00| POND LINER PE, 25 MIL | | | 0051 621-01004 2.000 EACH| 757.50000 1515.00| 715.00000 1430.00| MOBILIZATION AND DEMOBILIZATION FOR | | | SEEDING | | | 0052 621-02363 42550.000 SYS | 0.60000 25530.00| 0.31000 13190.50| MULCHED SEEDING, T, CONVENTIONAL MIX | | | 0053 621-06559 42550.000 SYS | 0.70000 29785.00| 0.43000 18296.50| MULCHED SEEDING, R | | | 0054 702-90915 11.800 CYS | 475.00000 5605.00| 350.00000 4130.00| CONCRETE, A | | | 0055 702-93722 12.000 CYS | 671.50000 8058.00| 350.00000 4200.00| CONCRETE, C | | | 0056 710-51864 4.000 EACH| 918.00000 3672.00| 100.00000 400.00| FIELD DRILLED HOLE | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 243 -4 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,907,019.35 ROUTE : CALL ORDER : 243 CONTRACT ID : R -24952-A COUNTIES : JEFFERSON LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-0530117 |(2) 35-1075159 | |HEALEY RAILROAD CORP |ANNEX RAILROAD BUILDERS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0057 711-05395 79.000 EACH| 75.00000 5925.00| 82.50000 6517.50| REPLACE BRICK | | | 0059 711-05395 10815.000 EACH| 43.25000 467748.75| 45.80000 495327.00| REPLACE CROSS TIES, 6" INCL. 4 | | | SPIKES/TIE | | | 0060 711-05395 3492.000 EACH| 43.75000 152775.00| 46.60000 162727.20| REPLACE CROSS TIES, 6" INCL. 6 | | | SPIKES/TIE | | | 0061 711-05395 4471.000 EACH| 13.00000 58123.00| 2.30000 10283.30| REPLACE DEFECTIVE BOLTS | | | 0062 714-93016 182.000 SFT | 76.00000 13832.00| 81.95000 14914.90| WALL, STONE , RESET | | | 0063 715-04612 60.000 LFT | 188.00000 11280.00| 191.00000 11460.00| PIPE , TYPE 1, CIRCULAR, 120 IN. | | | 0064 715-05019 30.000 LFT | 101.00000 3030.00| 75.00000 2250.00| PIPE, TYPE 1, CIRCULAR, 36 IN. | | | 0065 715-05048 459.000 LFT | 12.00000 5508.00| 15.25000 6999.75| PIPE, TYPE 4, CIRCULAR, 6 IN. | | | 0066 715-05119 363.000 LFT | 46.00000 16698.00| 58.00000 21054.00| PIPE, TYPE 1, CIRCULAR, 15 IN. | | | 0067 715-05121 356.000 LFT | 28.00000 9968.00| 65.00000 23140.00| PIPE, TYPE 1, CIRCULAR, 18 IN. | | | 0068 715-05123 70.000 LFT | 74.50000 5215.00| 65.00000 4550.00| PIPE, TYPE 1, CIRCULAR, 24 IN. | | | 0069 715-46020 3.000 EACH| 477.00000 1431.00| 250.00000 750.00| PIPE END SECTION, 24 IN. | | | 0070 715-91361 120.000 LFT | 17.00000 2040.00| 5.00000 600.00| PIPE, PVC, 6 IN. | | | 0071 715-95325 40.000 LFT | 25.00000 1000.00| 30.00000 1200.00| INVERT, CONCRETE PAVED 8" | | | 0072 715-97040 8.000 LFT | 94.00000 752.00| 60.00000 480.00| PIPE, RELAID, 24 IN. | | | 0073 717-31000 246.000 LFT | 29.00000 7134.00| 65.00000 15990.00| PIPE ARCH, 0.064 IN., MIN. AREA 1.1 SQ. | | | FT. | | | 0074 718-04880 6.000 EACH| 382.00000 2292.00| 250.00000 1500.00| OUTLET PROTECTOR, A | | | 0075 718-52610 63.000 CYS | 12.00000 756.00| 25.00000 1575.00| AGGREGATE FOR UNDERDRAINS | | | 0076 728-98377 LUMP| 6292.00000 6292.00| 6853.00000 6853.00| MASONRY COATING GRAFITTI PROTECTION | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 243 -5 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,907,019.35 ROUTE : CALL ORDER : 243 CONTRACT ID : R -24952-A COUNTIES : JEFFERSON LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-0530117 |(2) 35-1075159 | |HEALEY RAILROAD CORP |ANNEX RAILROAD BUILDERS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0077 732-04837 7778.000 EACH| 5.40000 42001.20| 7.90000 61446.20| PLUG & RESPIKE DOWN TIE, W/ 4 SPIKES | | | 0078 732-04837 1616.000 EACH| 6.25000 10100.00| 8.70000 14059.20| PLUG & RESPIKE DOWN TIE, W/ 6 SPIKES | | | 0079 732-06581 7303.000 EACH| 3.00000 21909.00| 3.05000 22274.15| JOINT , TIGHTEN | | | 0080 732-06667 33969.000 LFT | 0.30000 10190.70| 0.35000 11889.15| EXISTING TRACK , UNCOVER TO TOP OF TIES | | | 0081 732-06667 2270.000 LFT | 2.20000 4994.00| 5.50000 12485.00| EXISTING TRACK , UNDERCUT | | | 0082 732-06668 2520.000 LFT | 15.00000 37800.00| 11.05000 27846.00| RAIL CHANGE OUT, 70# TO 100# | | | 0083 732-06668 2520.000 LFT | 15.00000 37800.00| 10.35000 26082.00| RAIL CHANGE OUT, 85# TO 100# | | | 0084 732-06669 10342.000 LFT | 0.60000 6205.20| 0.90000 9307.80| RAISE , LINE AND DRESS 2 IN. RAISE | | | 0085 732-06669 83399.000 LFT | 1.00000 83399.00| 1.15000 95908.85| RAISE , LINE AND DRESS 3 IN. RAISE | | | 0086 732-06669 723.000 LFT | 3.00000 2169.00| 1.75000 1265.25| RAISE , LINE AND DRESS 6 IN. RAISE | | | 0087 732-06670 16020.000 LFT | 0.90000 14418.00| 0.50000 8010.00| SPOT SURFACE AND CROSS LEVEL | | | 0088 732-06671 16020.000 LFT | 0.30000 4806.00| 0.25000 4005.00| DRESS TRACK | | | 0089 732-06672 806.000 SFT | 98.00000 78988.00| 106.70000 86000.20| PATCH STONE | | | 0090 732-06673 155.000 SFT | 150.00000 23250.00| 161.70000 25063.50| REPAIR STONE | | | 0091 732-06674 1187.000 SFT | 21.20000 25164.40| 23.10000 27419.70| GROUT | | | 0092 801-04308 2.000 EACH| 400.00000 800.00| 750.00000 1500.00| ROAD CLOSURE SIGN ASSEMBLY | | | 0093 801-06606 4.000 EACH| 400.00000 1600.00| 250.00000 1000.00| BARRICADE, IIIB | | | 0094 801-06640 8.000 EACH| 130.00000 1040.00| 150.00000 1200.00| CONSTRUCTION SIGN, A | | | 0095 801-06775 LUMP| 10450.00000 10450.00| 5000.00000 5000.00| MAINTAINING TRAFFIC | | | 0096 805-04951 3.000 EACH| 1700.00000 5100.00| 1837.00000 5511.00| PLATE , IRON | | | 0097 807-03972 10.000 LFT | 0.30000 3.00| 5.00000 50.00| CONDUIT, PVC, 1 IN., SCHEDULE 40, FOR | | | ELECTRIC | | | INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 243 -6 TABULATION OF BIDS ENGINEER'S ESTIMATE: $ 2,907,019.35 ROUTE : CALL ORDER : 243 CONTRACT ID : R -24952-A COUNTIES : JEFFERSON LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT SET-ASIDE : ==================================================================================================================================== |(1) 31-0530117 |(2) 35-1075159 | |HEALEY RAILROAD CORP |ANNEX RAILROAD BUILDERS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 202-04998 1500.000 EACH| 2.00000 3000.00| 4.50000 6750.00| RAILROAD TRACK REGAUGING W/2 SPIKES AND | | | 2 PLUGS | | | 0099 202-04998 800.000 EACH| 2.20000 1760.00| 5.40000 4320.00| RAILROAD TRACK REGAUGING W/3 SPIKES AND | | | 3 PLUGS | | | 0100 202-04998 2.000 EACH| 450.00000 900.00| 400.00000 800.00| RAILROAD RAIL JOINT WELD | | | 0101 203-91878 1300.000 LFT | 4.00000 5200.00| 8.20000 10660.00| LINEAR DITCH GRADING , TYPE 2 | | | 0102 205-02231 60.000 LFT | 138.00000 8280.00| 25.00000 1500.00| TEMPORARY EROSION AND SEDIMENT CONTROL, | | | RIPRAP DITCH CHECK | | | 0103 614-95741 14646.000 TON | 6.75000 98860.50| 13.15000 192594.90| RAILROAD BALLAST, A #2 | | | 0104 614-95741 3382.000 TON | 6.75000 22828.50| 13.15000 44473.30| RAILROAD BALLAST, A #4 | | | 0105 711-05395 566.000 EACH| 50.00000 28300.00| 40.00000 22640.00| REPLACE BROKEN JOINT BARS, 100# PS | | | 0106 711-05395 267.000 EACH| 58.00000 15486.00| 45.00000 12015.00| REPLACE BROKEN JOINT BARS, 70# ASCE | | | 0107 711-05395 30.000 EACH| 58.00000 1740.00| 45.00000 1350.00| REPLACE BROKEN JOINT BARS, 85# ASCE | | | 0108 715-01354 570.000 LFT | 9.70000 5529.00| 10.00000 5700.00| CLEAN EXISTING PIPE , ROUND PIPE | | | 0109 715-01354 360.000 LFT | 15.30000 5508.00| 10.00000 3600.00| CLEAN EXISTING PIPE , BOX CULVERT | | | SECTION TOTALS | $ 1,990,797.29| $ 2,512,075.70| ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,990,797.29| $ 2,512,075.70| ==================================================================================================================================== INDIANA DEPARTMENT OF TRANSPORTATION DATE : 05/01/00 PAGE : 253 -1 TABULATION OF BIDS ENGINEER'S ESTIMATE: NONE BELOW ROUTE : 156 CALL ORDER : 253 CONTRACT ID : R -24991-A COUNTIES : SWITZERLAND LETTING DATE : 04/18/00 10:00 AM DISTRICT : SEYMOUR DISTRICT CONTRACT TIME : 07/14/00 COMPLETION DATE CONTRACT DESCRIPTION : RURAL PROJECT(S) : SET-ASIDE : VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-0844079 ROHE, PAUL H. COMPANY $ 1,610,271.85 100.0000% 2 35-1357381 O'MARA, DAVE CONTRACTOR $ 1,675,342.65 104.0409% ====================================================================================================================================